A new efficient method is developed for the analysis of pile-group effects on the seismic stiffness and strength design of buildings with pile foundations. An efficient continuum model consisting of a dynamic Winkler-type soil element and a pile is used to express the dynamic behavior of the structu
โฆ LIBER โฆ
Effect of small openings on strength and stiffness of shear walls in reactor buildings
โ Scribed by J. Kobayashi; T. Korenaga; A. Shibata; K. Akino; T. Taira
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 923 KB
- Volume
- 156
- Category
- Article
- ISSN
- 0029-5493
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