damage controlled-performance-based-optimum design of steel moment frames, considering life-cycle cost
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DOR
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20.1001.2.9819010854.1398.8.1.391.8
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نویسنده
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dadashi hashem ,mohammadi majid
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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 -2
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چکیده
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Major earthquakes of recent decades indicate the devastating power of earthquakes to destruct structures and cause severe economic losses. they display the need to enhance structural performance by introducing a new design methods e.g. performance-based design. this design method expresses the expected performance of a structure for a consideredhazard level.
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کلیدواژه
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performance-based seismic design of structures ,optimization ,structural and non_structural element ,life-cycle cost
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آدرس
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international institute of earthquake engineering and seismology (iiees), iran, international institute of earthquake engineering and seismology (iiees), iran
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پست الکترونیکی
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m.mohammadigh@iiees.ac.ir
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