Seismic Behavior of Connections for Pre-Stessed Beams and Columns with Slab impemented by optimized and replaceable X-shaped Dampers
碩士 === 國立臺灣大學 === 土木工程學研究所 === 94 ===
Main Authors: | Huan-Yu Bao, 包桓宇 |
---|---|
Other Authors: | Lai-Yun Wu |
Format: | Others |
Language: | zh-TW |
Online Access: | http://ndltd.ncl.edu.tw/handle/09709005430502375537 |
Similar Items
-
Effect of Floor Slabs on Seismic Resistance Behavior of Steel Beam-to-column Connections
by: d, d, et al.
Published: (1997) -
Seismic Testing of High-Strength Reinforced Concrete Exterior Beam-Column-slab connections
by: HUANG, PO-CHIA, et al.
Published: (2016) -
Research on Numerical Simulation and Analysis on CFT Beam-to-column Connection with X-shaped Dampers
by: Ming-Yi Tsai, et al.
Published: (2007) -
Near Tip Stess Analysis of A V-Shaped Notch
by: Chen,Hsin-Cheng, et al.
Published: (1993) -
Seismic design of reinforced concrete beam-column joints with floor slab
by: Cheung, (Patrick) Pak Chiu
Published: (2014)