Anchorage Effects of Discontinuity Reinforced Bar in Bean-Column Joints

碩士 === 淡江大學 === 土木工程學系碩士班 === 97 === The objective of this study is to investigate the influence of the discontinuous beam flexural reinforcements, in the area of beam-column joint, on the seismic performance. According to the ACI 318-08 and Taiwan’s Concrete Engineering Design Specification and Com...

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Bibliographic Details
Main Authors: Jun-Xian Huang, 黃峻賢
Other Authors: 廖國偉
Format: Others
Language:zh-TW
Published: 2009
Online Access:http://ndltd.ncl.edu.tw/handle/71992042799858434092