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ادامه خرید “FLOOD RESISTANT DESIGN AND CONSTRUCTION IN SEISMIC ZONE” به سبد خرید شما افزوده شد.

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COMPARISON OF THE BEHAVIOR OF THE MASONRY INFILLED FRAMES SUBJECTED TO DISTRIBUTED AND CONCENTRATED LOADING

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شناسه محصول: 00569-SD دسته: see7

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اولین کسی باشید که دیدگاهی می نویسد “COMPARISON OF THE BEHAVIOR OF THE MASONRY INFILLED FRAMES SUBJECTED TO DISTRIBUTED AND CONCENTRATED LOADING”

COMPARISON OF THE BEHAVIOR OF THE MASONRY INFILLED FRAMES SUBJECTED TO DISTRIBUTED AND CONCENTRATED LOADING

نقد و بررسی‌ها

MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN

IMPROVEMENT OF KHORJINI CONNECTIONS

EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION

CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS

COMPARISON OF THE BEHAVIOR OF THE MASONRY INFILLED FRAMES SUBJECTED TO DISTRIBUTED AND CONCENTRATED LOADING

نقد و بررسی‌ها

محصولات مرتبط

MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN

IMPROVEMENT OF KHORJINI CONNECTIONS

EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION

CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS