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Seismic reduction factor for moment resisting steel frames with end plate connections / Amr Ibrahim Ramdan ; Supervised Sherif Ahmed Mourad , Ahmed Farouk Hassan

By: Contributor(s): Language: Eng Publication details: Cairo : Amr Ibrahim Ramdan , 2005Description: 358P : diagrs ; 30cmOther title:
  • معامل التخفيض الزلزالى للاطارات المعدنية المقاومة للعزوم ذات وصلات الالواح النهائية [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering Summary: The modern seismic concepts are primarily based on the assumption that a wide class of structures is capable of dissipating energy through inelastic deformationsIn general , steel structures are extensively used in regions of moderate to high seismic risk
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2005.Am.S. (Browse shelf(Opens below)) Not for loan 01010110043562000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2005.Am.S. (Browse shelf(Opens below)) 43562.CD Not for loan 01020110043562000

Thesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering

The modern seismic concepts are primarily based on the assumption that a wide class of structures is capable of dissipating energy through inelastic deformationsIn general , steel structures are extensively used in regions of moderate to high seismic risk

Issued also as CD

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