原文传递
Probabilistic Approach to Account for Soil-Structure Interaction in Seismic Design of Building Structures
| 题名： | Probabilistic Approach to Account for Soil-Structure Interaction in Seismic Design of Building Structures |
| 正文语种： | 英文 |
| 作者： | Shaghayegh Vaseghiamiri; Mojtaba Mahsuli; Mohammad Ali Ghannad; Farzin Zareian |
| 作者单位： | Sharif Univ, of Technology;Univ, of California-Irvine |
| 关键词： | interaction；structure；building；design；bilis；count；soil；istic；proa；smic |
| 摘要： | This paper proposes a novel probabilistic approach to account for soil-structure interaction (SSI) in the seismic design of building structures. In this approach, an SSI response modification factor, RSSh is introduced to capture SSI effects on the seismic performance of structures. The proposed procedure quantifies RSSJ such that the probability distribution of the collapse capacity of the structure designed to account for SSI concurs with that of the structure designed using the default fixed-base provisions. The proposed approach considers vailing uncertainties in the properties of the soil-structure system and in the seismic loading. It is employed for special steel moment frame buildings with surface foundation. The results indicate that no reduction in the design base shear is advisable for structures located on moderately soft to firm soils with shear wave velocities above 150 m/s. This conclusion is at odds with the current prescription of SSI provisions of seismic design code, which allow some reduction in the design base shear for such buildings. A thorough assessment of the design base shears obtained through current codified SSI provisions reveals a nonuniform risk of collapse for different soil-structure systems. In comparison, the median RSSI values computed through the proposed approach lead to a uniform risk of collapse and can be considered for the seismic design of special steel moment frames. |
| 出版日期： | 2020.09 |
| 出版年： | 2020 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.146 |
| 期： | No.09 |
| 页码： | 04020184 |
相关文献
- Modeling Nonlinear-Inelastic Seismic Response of Tall Buildings with Soil-Structure Interaction
- Response of Systems and Components in a Base-Isolated Nuclear Power Plant Building Impacted by a Large Commercial Aircraft
- Seismic Performance of Single-Story Precast Buildings: Effect of Cladding Panels
- Shaking Soil
- Probabilistic Evaluation of Soil-Structure Interaction Effects on Strength Demands of Shear Buildings
- Nonlinear Soil–Foundation–Structure and Structure–Soil–Structure Interaction: Engineering Demands
检索历史
应用推荐
