Presented is a method of analysis of multi-bay coupled shear walls resting on rigid or elastic foundations. By basing the analysis on the finite difference technique, a closed solution to the problem is achieved. This yields a set of simultaneous finite difference equations. The solution is illustra
β¦ LIBER β¦
Analysis of multi-bay shear wall structures by the shear connection method
β Scribed by W.A. Hussein
- Book ID
- 107725143
- Publisher
- Elsevier Science
- Year
- 1972
- Weight
- 374 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0007-3628
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Analysis of multi-bay coupled shear wall
β
I.A.S. Elkholy; H. Robinson
π
Article
π
1973
π
Elsevier Science
β 304 KB
The static analysis of multi-bay coupled
β
K.K. Koo; Y.K. Cheung
π
Article
π
1984
π
Elsevier Science
π
English
β 392 KB
Structural analysis of multi-stiffened c
β
B.S. Choo; G.Q. Li
π
Article
π
1997
π
Elsevier Science
π
English
β 833 KB
Seismic response of stepped frame-shear
β
Quanfeng Wang; Lingyun Wang; Qiangsheng Liu
π
Article
π
1999
π
Elsevier Science
π
English
β 453 KB
A methodology is developed for obtaining dynamic responses of frame-shear wall structures having stepped cross sections of shear walls to study state harmonic transient excitation. Firstly, its development is to formulate a global stiffness matrix of the structures, based on the transfer matrix tech
Static and dynamic analysis of composite
β
J. T. Katsikadelis; F. T. Kokkinos
π
Article
π
1987
π
Springer Vienna
π
English
β 888 KB
Dynamic soilβstructure interaction of co
β
D. Capuani; R. Klein; H. Antes; A. Tralli
π
Article
π
1995
π
John Wiley and Sons
π
English
β 911 KB