A New Smooth Hysteretic Model and Capacity-Based Displacement Spectrum for Reinforced Concrete Bridge Columns
博士 === 國立臺灣大學 === 土木工程學研究所 === 105 === A new smooth hysteretic model was proposed for ductile, flexural-dominated reinforced concrete bridge columns. Four identical columns designed per modern seismic codes were tested using monotonically-increasing and variable-amplitude cyclic loading protocols an...
Main Authors: | Ping-Hsiung Wang, 王柄雄 |
---|---|
Other Authors: | Kuo-Chun Chang |
Format: | Others |
Language: | en_US |
Published: |
2017
|
Online Access: | http://ndltd.ncl.edu.tw/handle/5x6m52 |
Similar Items
-
Research of New Hoops for Rectangular Concrete Columns
by: Ping-Hsiung Wang, et al.
Published: (2004) -
Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column
by: Zhang Shuai, et al.
Published: (2016-01-01) -
Bending displacement capacity of elongated reinforced concrete columns
by: Chin, Helen Hau Ling
Published: (2012) -
Bending displacement capacity of elongated reinforced concrete columns
by: Chin, Helen Hau Ling
Published: (2012) -
Bending displacement capacity of elongated reinforced concrete columns
by: Chin, Helen Hau Ling
Published: (2012)