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Studying the Effects of Soil- Structure Interaction on the Performance Point Characterestics of Highrise Framed Tube Structures Containing Truss Belts
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DOR
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20.1001.2.9819010854.1398.8.1.146.3
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نویسنده
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Assatourians Armen ,Mehrdoust Mohammad Reza
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منبع
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كنفرانس بين المللي زلزله شناسي و مهندسي زلزله - 1398 - دوره : 8 - هشتمین کنفرانس زلزله شناسی و مهندسی زلزله - کد همایش: 98190-10854 - صفحه:1 -5
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چکیده
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Current research is carried out on steel framed tube tall structures with truss belts, consisting of welded connections. the main goal of this research is to illustrate the effects of soil-structure interaction on the performance point of such structures. for this purpose, two dimensional 40, 50 & 60 stories framed tube structures, equipped with belt trusses are modeled, analyzed and designed according to asce 7-10 code, based on 3 soil categories of rock (vs>800m/s), dense soil (500
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کلیدواژه
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Soil-Structure Interaction ,Framed Tube Tall Structures ,Capacity Spectrum ,Modal Pushover Analysis ,Pseudo-Acceleration Spectrum
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آدرس
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Earthquake Engineering Research Consultant, Armenia, Head Of North East Branch Of Bhrc, Iran
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پست الکترونیکی
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r.mehrdoust@yahoo.com
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Authors
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