Application of Energy Dissipating Plate on Steel Bridge Columns for Seismic Resistance

碩士 === 國立臺灣科技大學 === 營建工程系 === 103 === It is generally recognized that inelastic deformation of steel bridge column usually emerges at the bottom of the column under seismic load. This usually caused the difficulty in inspecting and repairing the damage after earthquake. In this study, a new type of...

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Bibliographic Details
Main Authors: YU-HAO WU, 吳昱豪
Other Authors: SHENG-JIN CHEN
Format: Others
Language:zh-TW
Published: 2015
Online Access:http://ndltd.ncl.edu.tw/handle/28103613865282846922