{"id":5490,"date":"2024-06-07T20:23:37","date_gmt":"2024-06-07T16:53:37","guid":{"rendered":"https:\/\/7abaqus.ir\/?page_id=5490"},"modified":"2024-06-07T20:33:00","modified_gmt":"2024-06-07T17:03:00","slug":"%d9%85%d9%82%d8%a7%d9%84%d8%a7%d8%aa-%d8%b5%d8%ad%d8%aa-%d8%b3%d9%86%d8%ac%db%8c-%d8%b4%d8%af%d9%87","status":"publish","type":"page","link":"https:\/\/7abaqus.ir\/%d9%85%d9%82%d8%a7%d9%84%d8%a7%d8%aa-%d8%b5%d8%ad%d8%aa-%d8%b3%d9%86%d8%ac%db%8c-%d8%b4%d8%af%d9%87\/","title":{"rendered":"\u0645\u0642\u0627\u0644\u0627\u062a \u0635\u062d\u062a \u0633\u0646\u062c\u06cc \u0634\u062f\u0647"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"5490\" class=\"elementor elementor-5490\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2b005f83 e-flex e-con-boxed e-con e-parent\" data-id=\"2b005f83\" data-element_type=\"container\" data-settings=\"{&quot;content_width&quot;:&quot;boxed&quot;}\" 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.elementor-drop-cap{float:right;text-align:center;line-height:1;font-size:50px}.elementor-widget-text-editor .elementor-drop-cap-letter{display:inline-block}<\/style>\t\t\t\t<p style=\"text-align: right;\">\u062a\u06cc\u0645 \u0645\u0627 65 \u0645\u0642\u0627\u0644\u0647 \u0631\u0627 \u062f\u0631 \u0646\u0631\u0645 \u0627\u0641\u0632\u0627\u0631 \u0622\u0628\u0627\u06a9\u0648\u0633 \u0635\u062d\u062a \u0633\u0646\u062c\u06cc \u06a9\u0631\u062f\u0647 \u0627\u0633\u062a<\/p><p style=\"text-align: right;\">\u0627\u06cc\u0646 \u0645\u0642\u0627\u0644\u0627\u062a \u062f\u0631 \u0632\u0645\u06cc\u0646\u0647 \u0647\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u060c \u062f\u06cc\u0648\u0627\u0631 \u0628\u0646\u0627\u06cc\u06cc \u060c \u0627\u062a\u0635\u0627\u0644 \u062a\u06cc\u0631 \u0628\u0647 \u0633\u062a\u0648\u0646 \u060c \u062e\u0645\u06a9\u0627\u0631\u06cc \u0628\u0627 \u0644\u06cc\u0632\u0631 \u060c \u062f\u0645\u067e\u0631 \u062a\u0633\u0644\u06cc\u0645\u06cc \u060c \u062f\u0645\u067e\u0631 \u0634\u06a9\u0627\u0641 \u062f\u0627\u0631 \u060c \u0646\u0641\u0648\u0630 \u0648 \u0628\u0631\u062e\u0648\u0631\u062f \u067e\u0631\u062a\u0627\u0628\u0647 \u0628\u0647 \u0647\u062f\u0641 \u060c \u062a\u062d\u0644\u06cc\u0644 \u0647\u06cc\u0633\u062a\u0631\u0632\u06cc\u0633 \u060c \u062a\u062d\u0644\u06cc\u0644 \u067e\u0648\u0634 \u0622\u0648\u0631 \u060c \u0644\u0648\u0644\u0647 \u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u067e\u0631 \u0634\u062f\u0647 \u0628\u0627 \u0628\u062a\u0646 \u060c \u062c\u062f\u0627 \u0634\u062f\u0646 \u0648\u0631\u0642 \u0647\u0627\u06cc \u06a9\u0627\u0645\u067e\u0648\u0632\u06cc\u062a\u06cc \u0627\u0632 \u06cc\u06a9\u062f\u06cc\u06af\u0631 \u060c \u062c\u0648\u0634\u06a9\u0627\u0631\u06cc \u0642\u0648\u0633\u06cc \u060c \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u060c \u062e\u0631\u0627\u0628\u06cc \u067e\u06cc\u0634\u0631\u0648\u0646\u062f\u0647 \u060c \u0645\u0647\u0627\u0631\u0628\u0646\u062f \u06a9\u0645\u0627\u0646\u0634 \u0646\u0627\u067e\u0630\u06cc\u0631 \u060c \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u0628\u0627 \u0645\u0647\u0627\u0631\u0628\u0646\u062f \u0647\u0645\u06af\u0631\u0627 \u060c \u0627\u0646\u0641\u062c\u0627\u0631 \u0648 FGM<\/p>\n<table id=\"tablepress-145\" class=\"tablepress tablepress-id-145\">\n<thead>\n<tr class=\"row-1 odd\">\n\t<th class=\"column-1\"><p style=\"text-align: center;\"><span style=\"font-size: 14pt;\">Papers<\/span><\/p><\/th><th class=\"column-2\"><p style=\"text-align: center;\"><span style=\"font-size: 14pt;\">Papers<\/span><\/p><\/th><th class=\"column-3\"><p style=\"text-align: center;\"><span style=\"font-size: 14pt;\">Papers<\/span><\/p><\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-hover\">\n<tr class=\"row-2 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-steel-plate-shear-wall-in-the-abaqus-software\/\">Experimental and theoretical studies of steel shear walls with and without stiffeners<div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-steel-plate-shear-wall-in-the-abaqus-software\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_035734.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/a><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/steel-plate-shear-wall-connected-to-beams-only-under-cyclic-loading-abaqus\/\">Behavior of semi-supported steel shear walls: Experimental and numerical simulations<div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/steel-plate-shear-wall-connected-to-beams-only-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_202245-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/a><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/four-story-coupling-steel-plate-shear-wall-under-cyclic-loading-in-the-abaqus\/\">Hysteretic behavior of coupled steel plate shear walls<div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/four-story-coupling-steel-plate-shear-wall-under-cyclic-loading-in-the-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_203018-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/a><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-3 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/seismic-behavior-of-semi-supported-steel-shear-wall-abaqus\/\">Seismic behavior of semi-supported steel shear walls<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/seismic-behavior-of-semi-supported-steel-shear-wall-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_015244-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-behavior-of-corrugated-steel-plate-shear-walls-abaqus\/\">Experimental Studies on Cyclic Behavior of Corrugated Steel Plate Shear Walls<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-behavior-of-corrugated-steel-plate-shear-walls-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_020737.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/pushover-analysis-of-the-steel-plate-shear-wall-in-the-abaqus-software\/\">Experimental study on diagonally stiffened steel plate shear walls with central perforation<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/pushover-analysis-of-the-steel-plate-shear-wall-in-the-abaqus-software\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_031446.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-4 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/three-story-shear-wall-undergoing-a-cyclic-loading-in-the-abaqus-software\/\">Ductility and Energy Dissipation Capacity of Shear-Dominated Steel Plate Walls<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/three-story-shear-wall-undergoing-a-cyclic-loading-in-the-abaqus-software\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_031242.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-test-of-a-coupled-steel-plate-shear-wall-hysteresis-analysis-abaqus\/\">Cyclic Test of a Coupled Steel Plate Shear Wall Substructure<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-test-of-a-coupled-steel-plate-shear-wall-hysteresis-analysis-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_030500.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/steel-plate-shear-wall-with-coupling-under-cyclic-loading-hysteresis-analysis-abaqus\/\">Large-Scale Cyclic Testing of Steel-Plate Shear Walls with Coupling<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/steel-plate-shear-wall-with-coupling-under-cyclic-loading-hysteresis-analysis-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_025856.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-5 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-steel-shear-wall-with-opening-abaqus\/\">TESTING OF SPECIAL LYS STEEL PLATE SHEAR WALLS<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-steel-shear-wall-with-opening-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_042004.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/trapezoidally-corrugated-steel-shear-wall-under-cyclic-loading-abaqus\/\">Experimental study on cyclic behavior of trapezoidally corrugated steel shear walls<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/trapezoidally-corrugated-steel-shear-wall-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_200054.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/low-yield-strength-lys-steel-plate-shear-wall-under-cyclic-loading-abaqus\/\">Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/low-yield-strength-lys-steel-plate-shear-wall-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_203717.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-6 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-steel-shear-wall-with-rbs-beam-abaqus\/\">Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. I: Experimental Investigation<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-steel-shear-wall-with-rbs-beam-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_041053.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteretic-behavior-of-steel-plate-shear-wall-with-slits-abaqus\/\">Experimental study on the hysteretic behavior of steel plate shear wall with unequal length slits<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteretic-behavior-of-steel-plate-shear-wall-with-slits-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_021526.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-three-story-steel-plate-shear-wall-in-the-abaqus\/\">Experimental and numerical study of unstiffened steel plate shear wall structures<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-three-story-steel-plate-shear-wall-in-the-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_024226.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-7 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/stainless-steel-beam-to-column-bolted-connection-under-monotonic-loading-abaqus\/\">Behaviour of stainless steel beam-to-column bolted connections-Part 1: Simplified FE model<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/stainless-steel-beam-to-column-bolted-connection-under-monotonic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_190727.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/seismic-behavior-of-the-welded-unreinforced-flange-welded-web-wuf-w-connection-to-column-abaqus\/\">WUF-W connection performance to box column subjected to uniaxial and biaxial loading<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/seismic-behavior-of-the-welded-unreinforced-flange-welded-web-wuf-w-connection-to-column-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_201521.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/cyclic-performance-of-bolted-end-plate-rws-connection-with-vertical-slits-abaqus\/\">Cyclic performance of bolted end-plate RWS connection with vertical-slits<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/cyclic-performance-of-bolted-end-plate-rws-connection-with-vertical-slits-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-07-08_185127.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-8 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-beam-column-connection-with-vertical-stiffener-abaqus\/\">An alternative detail for continuity plates in steel beam to box-column moment-connections<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-beam-column-connection-with-vertical-stiffener-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_195150.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/rws-reduced-web-section-connection-with-elliptical-opening-under-cyclic-loading-abaqus\/\">Cyclic behavior of welded elliptical-shaped RWS moment frame<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/rws-reduced-web-section-connection-with-elliptical-opening-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_192905.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/connection-of-beam-to-column-using-end-plate-and-bolts-under-monotonic-loading-abaqus\/\">Structural behaviour of stainless steel double extended end-plate beam-to-column joints under monotonic loading<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/connection-of-beam-to-column-using-end-plate-and-bolts-under-monotonic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_184012.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-9 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/connection-of-beam-to-the-column-using-top-and-bottom-flange-plate-under-cyclic-loading-abaqus\/\">Seismic performance of flange plate connections between steel beams and box columns<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/connection-of-beam-to-the-column-using-top-and-bottom-flange-plate-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_020006.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/numerical-study-of-slotted-web-reduced-flange-swrf-moment-connection-abaqus\/\">Numerical study of Slotted-Web\u2013Reduced-Flange moment connection<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/numerical-study-of-slotted-web-reduced-flange-swrf-moment-connection-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_014658.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/rbs-moment-connection-in-box-column-under-cyclic-loading-abaqus\/\">Cyclic dependency assessment of RBS moment connection in box-column<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/rbs-moment-connection-in-box-column-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_204355.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-10 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/tubular-web-rbs-tw-rbs-connection-under-cyclic-loading-abaqus\/\">Cyclic testing of tubular web RBS connections in deep beams<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/tubular-web-rbs-tw-rbs-connection-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_023631.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/accordion-web-rbs-aw-rbs-connection-under-cyclic-loading-abaqus\/\">Seismic performance of the Accordion-Web RBS connection<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/accordion-web-rbs-aw-rbs-connection-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_023029.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-moment-connection-with-and-without-rbs-abaqus\/\">Study of steel moment connection with and without reduced beam section<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-moment-connection-with-and-without-rbs-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_022317.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-11 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-test-of-concrete-filled-steel-box-column-abaqus\/\">CYCLIC TESTS OF CONCRETE-FILLED STEEL Box COLUMNS<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-test-of-concrete-filled-steel-box-column-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_042713.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-concentric-braced-frame-abaqus\/\">Influence of masonry infill on the seismic performance of concentrically braced frames<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-concentric-braced-frame-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_032856.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-moment-resisting-frame-with-cable-bracing-abaqus\/\">Displacement-restraint bracing for seismic retrofit of steel moment frames<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-moment-resisting-frame-with-cable-bracing-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_033501.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-12 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/explosion-inside-the-pipe-using-conwep-method-in-abaqus\/\">Internal explosive loading of steel pipes<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/explosion-inside-the-pipe-using-conwep-method-in-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-08-19_125458.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/masonry-wall-brick-wall-with-mortar-under-in-plane-cyclic-loading-using-simplified-micro-abaqus\/\">Simulating masonry wall behaviour using a simplified micro-model approach<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/masonry-wall-brick-wall-with-mortar-under-in-plane-cyclic-loading-using-simplified-micro-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-18_193835.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/laser-bending-process-in-the-abaqus\/\">Investigation on laser forming of stainless steel sheets under coupling mechanis<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/laser-bending-process-in-the-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_033726.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-13 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/quasi-static-crushing-of-the-s-shaped-square-tube-abaqus\/\">Experimental and Numerical Investigation into the Quasi-Static Crushing Behaviour of the S-Shape Square Tubes<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/quasi-static-crushing-of-the-s-shaped-square-tube-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-08-11_080852.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/delamination-of-two-composite-layers-using-vcct-method-in-abaqus\/\">MODE II INTERLAMINAR FRACTURE OF GLASS\/EPOXY MULTIDIRECTIONAL LAMINATES<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/delamination-of-two-composite-layers-using-vcct-method-in-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-06-19_043839.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/impact-of-the-projectile-to-the-aluminum-plate-abaqus\/\">PERFORATION OF ALUMINUM PLATES WITH OGIVE-NOSE STEEL RODS AT NORMAL AND OBLIQUE IMPACTS<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/impact-of-the-projectile-to-the-aluminum-plate-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-08-30_235834-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-14 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/shear-flexural-yielding-metallic-damper-under-cyclic-loading-abaqus\/\">Cyclic performance of steel moment-resisting connections with reduced beam sections &#8211; experimental analysis and finite element model simulation<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/shear-flexural-yielding-metallic-damper-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-10-12_043044-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-loading-of-shear-bending-yielding-damper-in-abaqus\/\">Experimental, numerical and analytical study on seismic performance of shear-bending yielding coupling dampers<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-loading-of-shear-bending-yielding-damper-in-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-10-08_231922-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/shear-flexural-yielding-metallic-damper-under-cyclic-loading-abaqus\/\">Cyclic behavior of shear-and-flexural yielding metallic dampers<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/shear-flexural-yielding-metallic-damper-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-10-08_225918-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-15 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/pushover-analysis-of-slit-damper-abaqus\/\">Analytical and experimental study on mild steel dampers with non-uniform vertical slits<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/pushover-analysis-of-slit-damper-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-10-16_205023-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/simulation-buckling-restrained-brace-brb-under-cyclic-loading-abaqus\/\">Assessment Using FEA of the Influence of Detailing Parameters on Performance of Buckling Restrained Braces<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/simulation-buckling-restrained-brace-brb-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-10-25_184650.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/rbs-moment-endplate-connection-under-cyclic-loading-abaqus\/\">Experimental and FEM analysis of reduced beam section moment endplate connections under cyclic loading<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/rbs-moment-endplate-connection-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-10-16_172424-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-16 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/static-behavior-of-bolted-end-plate-joint-abaqus\/\">An experimental study of static and dynamic behaviour of bolted end-plate joints of steel<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/static-behavior-of-bolted-end-plate-joint-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/11\/2022-11-10_035925-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/progressive-collapse-resistant-of-the-reinforced-concrete-frame-abaqus\/\">Experimental Study on Progressive Collapse-Resistant Behavior of Reinforced Concrete Frame Structures<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/progressive-collapse-resistant-of-the-reinforced-concrete-frame-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/11\/2022-11-03_130032-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-steel-plate-shear-wall-connected-to-beams-only-abaqus\/\">Behavior of Steel Plate Shear Wall Connected to Frame Beams Only<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-steel-plate-shear-wall-connected-to-beams-only-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/10\/2022-10-16_212001-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-17 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-a-vertical-shear-link-abaqus\/\">Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-a-vertical-shear-link-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/12\/2022-12-03_174256-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-steel-ring-yielding-damper-abaqus\/\">Numerical evaluation of ductility and energy absorption of steel rings constructed from plates<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-steel-ring-yielding-damper-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/11\/2022-11-26_143620-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/progressive-collapse-of-joint-in-the-steel-moment-frame-abaqus\/\">Progressive collapse behavior of joints in steel moment frames involving reduced beam section<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/progressive-collapse-of-joint-in-the-steel-moment-frame-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/11\/2022-11-14_052115-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-18 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/high-velocity-impact-of-titanium-projectile-on-the-aluminum-plate-abaqus\/\">High-velocity impact responses of 2618 aluminum plates for engine containment systems under combined actions of projectile form and oblique angle<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/high-velocity-impact-of-titanium-projectile-on-the-aluminum-plate-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/12\/2022-12-29_151941-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/penetration-of-a-projectile-into-an-aluminum-plate-abaqus\/\">Perforation of AA5083-H116 aluminium plates with conical-nose steel projectiles\u2014experimental study<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/penetration-of-a-projectile-into-an-aluminum-plate-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/12\/2022-12-21_184340-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/obtaining-natural-frequencies-of-a-fgm-ring-abaqus\/\">Vibration analysis of FGM rings using a newly designed cylindrical superelement<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/obtaining-natural-frequencies-of-a-fgm-ring-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2022\/12\/2022-12-13_010304-2.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-19 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-tests-on-corrugated-steel-plate-shear-wall-abaqus\/\">Cyclic tests on corrugated steel plate shear walls with openings in modularized-constructions<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-tests-on-corrugated-steel-plate-shear-wall-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/01\/2023-01-14_195238-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/ballistic-impact-of-a-spherical-projectile-to-the-aluminum-plate-abaqus\/\">Numerical simulation of ballistic impact on aluminium 5083-H116 plate with Johnson cook plasticity model<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/ballistic-impact-of-a-spherical-projectile-to-the-aluminum-plate-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/01\/2023-01-09_160723-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-analysis-of-the-steel-plate-shear-wall-with-stiffeners-abaqus\/\">Experimental study of cross stiffened steel plate shear wall with semi-rigid connected frame<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/cyclic-analysis-of-the-steel-plate-shear-wall-with-stiffeners-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/01\/2023-01-02_200624-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-20 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/progressive-collapse-of-a-steel-frame-with-column-removal-method-abaqus\/\">Investigation of different steel intermediate moment frame connections under column-loss scenario<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/progressive-collapse-of-a-steel-frame-with-column-removal-method-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/02\/2023-02-06_203519-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/progressive-collapse-of-a-two-storey-structure-with-column-removal-scenario-abaqus\/\">Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/progressive-collapse-of-a-two-storey-structure-with-column-removal-scenario-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/01\/2023-01-29_144816-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/impact-of-a-blunt-nosed-projectile-with-an-aluminum-plate-1100-h12-in-the-abaqus\/\">Effect of projectile nose shape, impact velocity and target thickness on deformation behavior of aluminum plates<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/impact-of-a-blunt-nosed-projectile-with-an-aluminum-plate-1100-h12-in-the-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/01\/2023-01-24_161117-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-21 odd\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/stainless-steel-bolted-extended-end-plate-joints-under-seismic-loading-abaqus\/\">Study of stainless steel bolted extended end-plate joints under seismic loading<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/stainless-steel-bolted-extended-end-plate-joints-under-seismic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/05\/2023-04-30_215020.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/seismic-behavior-of-steel-structure-with-end-plate-connected-replaceable-shear-link\/\">Seismic behavior of steel structure with end-plate-connected replaceable shear link<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/seismic-behavior-of-steel-structure-with-end-plate-connected-replaceable-shear-link\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/04\/2023-04-08_090611.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-steel-plate-shear-wall-with-partial-connection-abaqus\/\">Experimental and numerical investigation of novel partially connected steel plate shear walls<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/hysteresis-analysis-of-the-steel-plate-shear-wall-with-partial-connection-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/02\/2023-02-18_235739-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-22 even\">\n\t<td class=\"column-1\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/strip-damper-subjected-to-cyclic-loading-abaqus\/\">Non-uniform steel strip dampers subjected to cyclic loadings<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/strip-damper-subjected-to-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/05\/2023-05-18_120920-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/hourglass-shaped-strip-damper-subjected-to-cyclic-loading-abaqus\/\">Hourglass-shaped strip damper subjected to monotonic and cyclic loadings<br \/>\n<\/a><div 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class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<tr class=\"row-23 odd\">\n\t<td class=\"column-1\"><\/td><td class=\"column-2\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/x-shaped-pipe-damper-xpd-under-cyclic-loading-abaqus\/\">Experimental study of a steel damper with X-shaped welded pipe halves<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/x-shaped-pipe-damper-xpd-under-cyclic-loading-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2024\/05\/2024-05-10_185416-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td><td class=\"column-3\"><p style=\"text-align: left;\"><strong><a href=\"https:\/\/www.7abaqus.com\/product\/gtaw-gas-tungsten-arc-welding-or-tig-tungsten-inert-gas-in-abaqus\/\">Evaluation Effects of Modeling Parameters on the Tem- perature Fields and Residual Stresses of Butt-Welded Stain- less Steel Pipes<br \/>\n<\/a><div class=\"wp-block-image\"><figure class=\"aligncenter size-full\"><a href=\"https:\/\/www.7abaqus.com\/product\/gtaw-gas-tungsten-arc-welding-or-tig-tungsten-inert-gas-in-abaqus\/\"><img decoding=\"async\" src=\"https:\/\/www.7abaqus.com\/wp-content\/uploads\/2023\/06\/2023-06-10_184314-1.png\" alt=\"\" class=\"wp-image-12724\"\/><\/a><\/figure><\/div><\/strong><\/p><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-145 from cache -->\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>\u062a\u06cc\u0645 \u0645\u0627 65 \u0645\u0642\u0627\u0644\u0647 \u0631\u0627 \u062f\u0631 \u0646\u0631\u0645 \u0627\u0641\u0632\u0627\u0631 \u0622\u0628\u0627\u06a9\u0648\u0633 \u0635\u062d\u062a \u0633\u0646\u062c\u06cc \u06a9\u0631\u062f\u0647 \u0627\u0633\u062a \u0627\u06cc\u0646 \u0645\u0642\u0627\u0644\u0627\u062a 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