Behavior of SRC High Shear elements

Behavior of SRC High Shear elements

碩士 === 國立臺灣科技大學 === 營建工程系 === 92 === The aim of this study is the shear behavior of steel reinforced concrete (SRC) deep beams and beam-column joints. Four deep beams and three beam-column joints specimens were tested to failure by four-point monotonic loading and cyclic loading,respectively. The pa...

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Bibliographic Details
Main Authors:	Yung-ping,Lin, 林永斌
Other Authors:	Chen-chen,Cheng
Format:	Others
Language:	zh-TW
Published:	2004
Online Access:	http://ndltd.ncl.edu.tw/handle/30370363607890640620

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