A Study on the Shear Failure Seismic Retrofit of Circular Section Bridge Column Using CFRP

碩士 === 國立臺北科技大學 === 土木與防災技術研究所 === 89 === In this thesis, the experimental and theoretical results of circular section reinforced concrete (RC) bridge columns retrofitted by carbon fiber reinforced plastic (CFRP) jacketing were introduced. The design of the RC circular bridge columns was based on th...

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Bibliographic Details
Main Authors: sung yi-ying, 宋奕穎
Other Authors: Li yeou-fong
Format: Others
Language:zh-TW
Published: 2001
Online Access:http://ndltd.ncl.edu.tw/handle/28919042079631161318