Time Domain Analysis of Along Wind Responses of Tall Buildings
碩士 === 淡江大學 === 土木工程學系 === 90 === The need of high-rise buildings in the highly populated area is growing due to the limited space. In addition, the development of high strength materials and the improvement of construction techniques have made the tall buildings with large slenderness to be designe...
Main Authors: | Ching-Chang Chen, 陳慶章 |
---|---|
Other Authors: | Yuh-Yi Lin |
Format: | Others |
Language: | zh-TW |
Published: |
2002
|
Online Access: | http://ndltd.ncl.edu.tw/handle/20849361142801333183 |
Similar Items
-
The along-wind and cross-wind respones of tall building
by: ZHOU,HAN-GUI, et al.
Published: (1991) -
LQG Control of Along-Wind Response of a Tall Building with an ATMD
by: Ki-Pyo You, et al.
Published: (2014-01-01) -
Parametric study of the along-wind and across-wind responses of tall RC chimneys using the frequency domain analysis
by: Houshyar Eimani kalehsar, et al.
Published: (2017-08-01) -
Dynamic along-wind response of tall bluff structures in strong wind
by: Kanda, Jun
Published: (1979) -
The response of a tall building to wind loading
by: Littler, John David
Published: (1991)