A series of studies was conducted on three buildings of steel reinforced concrete structures with RC shear walls damaged in the 1995 Hyogo-ken Nanbu earthquake. These buildings are located in an area where structural damage centred around. Two of these buildings suffered severe damage, while the thi
Influence of the soil–structure interaction on the fundamental period of buildings
✍ Scribed by Louay Khalil; Marwan Sadek; Isam Shahrour
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 151 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.738
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📜 SIMILAR VOLUMES
A stochastic approach has been formulated for the linear analysis of suspension bridges subjected to earthquake excitations. The transfer functions of various responses have been formulated while including the e!ects of dynamic Soil}Structure Interaction (SSI) via the use of the "xed-base modes of t
## Abstract An integral equation for the representation of the response of a structure impinged by an incident wave field including soil–structure interaction is proposed. It requires the knowledge of the fundamental solution for the overall soil–structure domain when a unit load is applied to the