Seismic Design of Shear Strength of Reinforced Concrete Interior Beam-Column Joints

碩士 === 國立臺灣科技大學 === 營建工程系 === 92 === American ACI 318-02 Code requires that the RC beam-column joints be detailed with the similar amount of hooks in the end regions of columns for seismic resistance. This empirically determined amount of hooks creates a congested joint which is very difficult to c...

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Bibliographic Details
Main Authors: Tsai, Chia-Sheng, 蔡家盛
Other Authors: 黃世建
Format: Others
Language:zh-TW
Published: 2004
Online Access:http://ndltd.ncl.edu.tw/handle/00683604440749977860

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