Steel Bridge Columns with Pre-Selected Plastic Zone for Seismic Resistance
博士 === 國立臺灣科技大學 === 營建工程系 === 97 === In the current design practices, the inelastic deformation of steel bridges under seismic load usually concentrates toward the bottom of the column, which is typically under the ground level. However, it is difficult to inspect or repair if damages occurred in th...
Main Authors: | Jie Chen, 陳傑 |
---|---|
Other Authors: | Sheng-Jin Chen |
Format: | Others |
Language: | zh-TW |
Published: |
2008
|
Online Access: | http://ndltd.ncl.edu.tw/handle/24081373505379410714 |
Similar Items
-
Steel Bridge Columns with Longitudinally Profiled Steel Plate for Seismic Resistance
by: Shing-Yao Wang, et al.
Published: (2013) -
Detail Design and Application of Energy Dissipating Plate on Steel Bridge Columns for Seismic Resistance
by: Ying-Yun Chen, et al.
Published: (2017) -
Application of Energy Dissipating Plate on Steel Bridge Columns for Seismic Resistance
by: YU-HAO WU, et al.
Published: (2015) -
Seismic Resistance Characteristics of Beam-to-Column Connections by Enlarged Plastic Zone Method
by: Lin Po Chih, et al.
Published: (2001) -
Seismic Resistance Characteristics of Steel Reinforced Concrete Beam-to-Column Connection
by: Chen,Chyn-Jye, et al.
Published: (1996)