Seismic performance of SM570M-CHW steel beam-to-column joints with eccentricity among electroslag welding, diaphragm and beam flange alignment
碩士 === 國立臺灣大學 === 土木工程學研究所 === 105 === Tall buildings are getting taller and taller in the mega cities all over the globe. The need of using SM570M-CHW high-strength steel for building constructions in Taiwan is increasing. In order to transfer the beam moment, diaphragms at the beam flange elevatio...
Main Authors: | Chih-Kuang Chin, 覃志光 |
---|---|
Other Authors: | 蔡克銓 |
Format: | Others |
Language: | zh-TW |
Published: |
2017
|
Online Access: | http://ndltd.ncl.edu.tw/handle/fwy5m8 |
Similar Items
-
Effects of SM570M-CHW steel beam flange eccentricity and column flange thickness on electronic slag welding failure
by: You-Wei Hu, et al.
Published: (2018) -
Effects of SM570M-CHW steel box column flange thickness and overlap distance of diaphragm and beam flange on electro-slag welding failure
by: Yu-Jun Huang, et al.
Published: (2019) -
Development of a New Type Beam Flange to Column Diaphragm Welding Joint
by: Chih-han Yen, et al.
Published: (2012) -
Behaviour of beam-to-column flange angle connections.
by: Csagoly, P. F.
Published: (1965) -
Ultimate strength of wide-flange beam-columns
by: Pien, Chin-Cheng
Published: (2011)