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Register a new userGeometrical Nonlinear Analysis Based on 2th order theory of two and three dimensional Framed Structure Using a Modified Finite Element Method
دراسة الإطارات المستوية و الفراغية وفق نظرية المرتبة الثانية باستخدام خوارزمية معدلة لطريقة العناصر المنتهية
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Added by
Tishreen University ورقة بحثية
Publication date
2013
fields
Structural Engineering
and research's language is
العربية
Created by
Shamra Editor
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تم في هذه الدراسة تقديم مقاربة معدلة لطريقة العناصر المنتهية- نموذج الانتقالات لنمذجة و تحليل جمل إنشائية إطارية مستوية و فراغية وفق نظرية المرتبة الثانية، بإدخال توابع التحميل لعنصر طولي محمل فراغياً إلى توابع انتقالاته و قوى مقاطعه الداخلية.
In this work, a modified finite element displacement approach is used to analyze two and three dimensional Framed Structure. The element is based on second order theory.
References used
Abo Diab,S. energy methods in linear structural mechanics finite element methods statics. dar alhasad dar alkalimeh, Damascus, 1998, p.147-208
Abo Diab,S. Generalization of a reduced Trefftz type approach –some numerical results. sixth U.S. National congress on Computational Mechanics ,pp.595, Dearborn Michigan,USA,01-04,August 2001
Hermogenes Munoa,B.S. Elastic Second-Order Computer Analysis Of Beam-Column And Frames .Presented to the Faculty of the Graduate School of The University of Texas at Austin in Partial Fulfillment of the Requirements for the Degree of MASTER,1991,128
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