Steel Reinforced Concrete Structures Beam-to-column Connections

• Main Authors: Ju Jiun-Shing, 朱俊星
• Other Authors: Chen Sheng-Jin
• Format: Others
• Language: zh-TW
• Published: 1993
• Online Access: http://ndltd.ncl.edu.tw/handle/09273234545681582967

碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 81 === This research work is aimed at studyinghe behavior of beam- to-column connection of pre-aststeel reinforced concrete structures. The prosndcons of traditional design and construction ofhese beam-to-column connections are examined andn innovated method is developed to simplify theonstruction procedure and to improve its seismicesistance characteristic. By using a specialesigned cover plate on the bottom flange oftructural shapes to trasmitted the forceesisted by the bottom reinforcing bars, it isound that coupler to connect reinforcing bars inhe traditional assured.This is demonstrated by aeries of full size structural testing of beam-tocolumn connections. An analytical method is alsoeveloped to predict the flexural strength ofteel reinforced concrete structures and goodgreement between analytical and experimentaltudy has been found.