原文传递
Dynamic Soil-Foundation-Structure Interaction Analyses of Large Caissons; Technical rept
| 题名： | Dynamic Soil-Foundation-Structure Interaction Analyses of Large Caissons; Technical rept |
| 作者： | Chang, C. Y.; Mok, C. M.; Wang, Z. L.; Settgast, R.; Waggoner, F. |
| 关键词： | Caissons; Bridges; Underwater foundations; Equivalent linear analysis; Nonlinear analysis; Long span; Earthquake engineering; Reinforced concretes; Subsurface conditions; Ground motions |
| 摘要： | Large cellular reinforced concrete caissons exist as foundations of major long span bridges across waterways in many parts of the country. The purpose of this study is to qualitatively assess the effects of various factors affecting the seismic response of such caissons. Several equivalent linear and nonlinear analyses were performed for a typical caisson, idealized from the large caisson at Pier W3 of the west spans of the San Francisco Oakland Bay Bridge. The results indicate that the effects of the superstructure on the response of the caisson were insignificant. The lateral earth pressure, base bearing pressure, and soil stresses computed by the equivalent linear analysis indicate that motions and stresses developed in the caisson are sensitive to the soil-caisson and rock-caisson interface properties. More sensitivity analyses of caissons founded in different materials are needed to address the effects of soil embedment on the caisson response. |
| 总页数： | 116p |
| 报告类型： | 科技报告 |
相关文献
- Dynamic Soil-Foundation-Structure Interaction Analysis of Large Caissons
- SOIL-FOUNDATION-STRUCTURE BEHAVIOR AT THE OAKLAND OUTER HARBOR WHARF.
- Bridge Foundations: Modeling Large Pile Groups and Caissons for Seismic Design.
- Assessment of Bill Emerson Memorial Cable-Stayed Bridge Based on Seismic Instrumentation Data.
- PREDICTING THE ULTIMATE LOAD CARRYING CAPACITY OF LONG-SPAN PRECAST CONCRETE ARCH CULVERTS
- Differential Settlement of a Geo-synthetic Reinforced Soil Abutment: Full-Scale Investigation.
检索历史
应用推荐
