Effect of nonlinear structural dynamic response due to story strength ratio and stiffness ratio
碩士 === 國立臺灣科技大學 === 營建工程系 === 91 === Effect of nonlinear structural dynamic response due to story strength ratio and stiffness ratio Thesis Advisor:S.S. Chen Gradate Student:Ting-Hao Yeh ABSTRACT This study investigates the dynamic response of two-story...
Main Authors: | Ting-Hao Yeh, 葉丁豪 |
---|---|
Other Authors: | S.S. Chen |
Format: | Others |
Language: | zh-TW |
Published: |
2003
|
Online Access: | http://ndltd.ncl.edu.tw/handle/48003380374315778353 |
Similar Items
-
Effect of Vertical Irregularity due to Strength and Stiffness on Dynamic Structural Performance
by: HOU, JR-GANG, et al.
Published: (2002) -
The Influence of Pier Stiffness Ratio on the Failure Modes of Masonry Structures
by: Yanru Wang, et al.
Published: (2015-01-01) -
Effect of Effective Length Factors of Tapered Columns due to Relative Joint Bending Stiffness Ratio
by: Yu-Min Yu, et al.
Published: (2002) -
THE DESIGN AND ANALYSIS OF LARGE-NEIGHBORHOOD CELLULAR NONLINEAR NETWORKS AND RATIO-MEMORY CELLULAR NONLINEAR NETWORKS
by: Chen, Sheng-Hao, et al.
Published: (2009) -
Hierarchical metastructures with programmable stiffness and zero Poisson’s ratio
by: Pengcheng Jiao
Published: (2020-05-01)