Seismic Behavior of Reduced Scale Bridge Models with Functional Bearings
碩士 === 國立臺灣大學 === 土木工程學研究所 === 95 === Study on the seismic behavior of the bridge with functional bearings is presented in this thesis. In Taiwan, only a few studies draw attention on the bearing until 1999 Chi-Chi earthquake. Before that researchers are putting much effort on the bridge column to m...
Main Authors: | Wei-I Chen, 陳威逸 |
---|---|
Other Authors: | 張國鎮 |
Format: | Others |
Language: | zh-TW |
Published: |
2007
|
Online Access: | http://ndltd.ncl.edu.tw/handle/56096188014667438600 |
Similar Items
-
Seismic Evaluation and Retrofit of Highway Bridge Structures with Functional Bearing System
by: Kuang-Yen Liu, et al.
Published: (2006) -
Shaking table study on a pile foundation bridge with functional bearing
by: Wei-Yu Chen, et al.
Published: (2015) -
Seismic Performance Evaluation and Experiment of Bridges Isolated with Sliding Bearing
by: Laio, WEI-HSIN, et al.
Published: (1997) -
Seismic Performance of Bridge with Functional Bearing System subjected to Near-fault Earthquake
by: Deng-GangHuang, et al.
Published: (2018) -
Seismic Study of Skew Bridge Supported on Laminated-Rubber Bearings
by: Xueshan Liu, et al.
Published: (2020-01-01)