Finite Element Analysis of Steel Braces with Reinforces Section
碩士 === 國立交通大學 === 土木工程系所 === 103 === The braces in Concentrically Braced Frame disspate energy by yielding in tension and buckling in compression. It is common that the braces rupture due to low cycle fatigue. To improve the energy dissipation capacity of braces, we reinforced the typical braces by...
Main Authors: | Juang,Shiang-Yu, 莊翔圩 |
---|---|
Other Authors: | Chen,Chui-Hsin |
Format: | Others |
Language: | zh-TW |
Published: |
2015
|
Online Access: | http://ndltd.ncl.edu.tw/handle/53525009156783514911 |
Similar Items
-
Experimental Behavior of Steel Braces with Reinforced Section
by: Sun, Chao-Chen, et al.
Published: (2015) -
Finite Element Modeling and Analysis of a Double K-Braced Steel Frame in a Reinforced Concrete Structure
by: Guang-Shang Zhao, et al.
Published: (2019) -
Development of finite element analysis for customized wrist brace
by: Ching-HsiangChen, et al.
Published: (2019) -
Finite Element Analysis of Steel Braces With Spliced Mid-Segment under Cyclic Loading
by: Yu, Dong-Yin, et al.
Published: (2017) -
INELASTIC BEHAVIOR OF STEEL BOX COLUMNS WITH INTERNAL BRACES
by: JUANG, JIA-LIN, et al.
Published: (1997)