Beam-to-column connection using hollow steel section for precast concrete frames
The performance of precast concrete frames depends on the behaviour of connection. The configuration of connections between beam-to-column affects the constructability, stability, strength, flexibility and residual force in the structure. In addition, connections play a key role in the dissipation o...
Saved in:
主要作者: | Majid, Mohamad Zaki |
---|---|
格式: | Thesis |
語言: | English |
出版: |
2010
|
主題: | |
在線閱讀: | http://eprints.utm.my/id/eprint/15430/6/MohamadZakiMajidMFKA2010.pdf |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
相似書籍
-
Behaviour of pinned beam-to-column connections for precast concrete frames
由: Chan, Dennis Paul Leong
出版: (2006) -
Seismic effect on precast concrete structure for beam to column connection
由: Liew, Ming Hui
出版: (2008) -
Nonlinear finite element analysis of the precast concrete beam-to-column connection
由: Hii , Jing Song
出版: (2004) -
Numerical simulation of axially loaded concrete filled hollow steel section columns at elevated temperatures
由: Rizalman, Ahmad Nurfaidhi
出版: (2016) -
Improving the performance of precast concrete beam-to-beam connection with inadequate lap length
由: Ling, Jen Hua
出版: (2007)