The effect of eccentricity at beam support to beam stiffness

A beam reacts to loading through bending action. Therefore, beam bending stiffuess can be represented by deflection. Theoretically, beam stiffuess is governed by span length, elastic modulus, moment of inertia and support type. In the analytical analysis, beams are assumed simply supported or...

書誌詳細
第一著者:	Mohd Ali, Ahmad Zurisman
フォーマット:	学位論文
言語:	英語
出版事項:	2005
主題:	TA Engineering (General). Civil engineering (General) TA630-695 Structural engineering (General)
オンライン･アクセス:	http://eprints.uthm.edu.my/8216/
Abstract	Abstract here

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