Seismic Design of Reinforced Concrete Members Using High Strength Materials

• Main Authors: Heng-Tao Tseng, 曾衡韜
• Other Authors: 黃世建
• Format: Others
• Language: zh-TW
• Published: 2011
• Online Access: http://ndltd.ncl.edu.tw/handle/06049163702596321453

碩士 === 國立臺灣大學 === 土木工程學研究所 === 99 === High-Strength Reinforced Concrete have been research in Japan several years ago. In name as “NewRC Project,” and already applied in field in some high-rise building. Taiwan has similar condition with Japan, such as highly urbanized and located on the seismic belt. The Taiwan Concrete Institute ( TCI ), held “新世代高強度鋼筋混凝土計畫” try to use the experimental finding in Japan, developed the high-strength concrete in Taiwan. But the design code which was used in Japan is quite different with the code using in Taiwan, the design equations for Japan is difficult to transplant directly to Taiwan. This thesis collected several experiments of high-strength RC members and several design equations from different code, then coMParing the test result to the code prediction result, trying to find the strength design equations which can satisfy safety and performance required for high-strength RC. The equation is better have similar form as the current code, in favor to carry out the practical use of high-strength RC.