Research on Numerical Simulation and Analysis on CFT Beam-to-column Connection with X-shaped Dampers
碩士 === 國立臺灣大學 === 土木工程學研究所 === 95 ===
Main Authors: | Ming-Yi Tsai, 蔡銘益 |
---|---|
Other Authors: | 鍾立來 |
Format: | Others |
Language: | zh-TW |
Published: |
2007
|
Online Access: | http://ndltd.ncl.edu.tw/handle/07746641000633647752 |
Similar Items
-
Seismic Behavior and Detailing of Steel Beam to Circular CFT Column Connections
by: Wei-han Tsai, et al.
Published: (2013) -
Seismic Behavior of Connections for Pre-Stessed Beams and Columns with Slab impemented by optimized and replaceable X-shaped Dampers
by: Huan-Yu Bao, et al. -
Study of Numerical Simulation of CFT Column with High Strength Concrete
by: Ming-Lung Shih, et al.
Published: (2003) -
Cyclic Behavior of Steel Beam to CFT Column Connections with Gusset Plates
by: Peng Wang, et al.
Published: (2019-01-01) -
Numerical Simulations for the Beam-to-Column Shear Connections at Elevated Temperatures
by: Yi-CiSyue, et al.
Published: (2010)