中空矩形橋柱之耐震行為

碩士 === 國立成功大學 === 土木工程學系 === 87 === The advantages of hollow bridge columns are material savings and lighter mass. Therefore, more and more bridge columns have hollow cross-sections. The flexural behavior of hollow bridge columns has been studied last year. The purpose of this research is to investi...

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Bibliographic Details
Main Author: 楊宙燕
Other Authors: 莫詒隆
Format: Others
Language:zh-TW
Published: 1999
Online Access:http://ndltd.ncl.edu.tw/handle/18433149261016044059