Advanced computation methods for soil-structure interaction analysis of structures resting on soft soils

被引：47
|
作者：
Far, Harry [1 ]
机构：
[1] UTS, Sch Civil & Environm Engn, Ctr Built Infrastruct, Ultimo, Australia
来源：
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING | 2019年 / 13卷 / 04期
关键词：
Dynamic soil-structure interaction; seismic analysis and design; soft soil deposits; modelling technique; computation method; SEISMIC RESPONSE; BUILDING FRAMES; IDEALIZATION; BEHAVIOR; DESIGN; SYSTEM;
D O I：
10.1080/19386362.2017.1354510
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Adopting the most accurate and realistic modelling technique and computation method for treatment of dynamic soil-structure interaction (SSI) effects in seismic analysis and design of structures resting on soft soil deposits is one of the most discussed and challenging issues in the field of seismic design and requalification of different structures. In this study, a comprehensive critical review has been carried out on available and well-known modelling techniques and computation methods for dynamic SSI analysis. Discussing and comparing the advantages and disadvantages of employing each method, in this study, the most precise and reliable modelling technique as well as computation method have been identified and proposed to be employed in studying dynamic SSI analysis of structures resting on soft soil deposits.
引用
收藏
页码：352 / 359
页数：8
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