A Study on the Seismic Demands of Steel Frames with Compelementary Truss System
碩士 === 逢甲大學 === 土木工程所 === 94 === When a tall building is subjected to strong earthquakes, the most undesirable situation is that the higher-mode effect induces excessive seismic inter-story-drift demands in the lower or upper portion of the building, and therefore reduces the earthquake-resisting ca...
Main Authors: | Mei-Ru Chen, 陳美如 |
---|---|
Other Authors: | Tysh-Shang Jan |
Format: | Others |
Language: | zh-TW |
Published: |
2006
|
Online Access: | http://ndltd.ncl.edu.tw/handle/60711478801034243443 |
Similar Items
-
A Study on Pseudo-Elastic Aseismic Capacity for Trussed Type Steel Frame
by: Yi-Ru Cheng, et al.
Published: (2007) -
On A Process of Rapid Estimation of Seismic Demands for Generic Steel Frame Structures
by: Wei-Zhi Chen, et al. -
Seismic response of high-rise zipper braced frame structures with outrigger trusses
by: Chen, Zhi
Published: (2012) -
Seismic Evaluation of Frame with Belt Truss by Incremental Modified Pushover Analysis (IMPA)
by: Hamed Gholami Heidarabadi, et al.
Published: (2021-03-01) -
A rapid estimation of seismic demands or high-rsie steel frame structures
by: Hao-Yun Teng, et al.
Published: (2008)