scispace - formally typeset
Journal ArticleDOI

Influence of soil flexibility and plan asymmetry on seismic behaviour of soil-piled raft-structure system

Reads0
Chats0
TLDR
In this article, a new seismic design guideline for asymmetric single and multi-storied structure supported on combined piled raft foundations (CPRF) embedded in soft clay is proposed.
About
This article is published in Structures.The article was published on 2021-10-01. It has received 8 citations till now. The article focuses on the topics: Seismic analysis.

read more

Citations
More filters
Journal ArticleDOI

Response of Batter-Piled Raft Foundations with Different Superstructures during Seismic Events: Outcomes from Shaking Table Tests

TL;DR: In this paper , a series of shaking table tests, including vertical and nonvertical configurations, were conducted, and the effects of superstructure frequency and pile angle on the seismic performance of the models were examined under a wide range of accelerations (0.2 − 0.7 g).
Journal ArticleDOI

Dynamic optimum torsion axis under soil-structure interaction effects

TL;DR: In this paper , the dynamic optimum torsion axis of asymmetric buildings under soil-structure interaction effects is defined as the vertical axis where the sum of the squares of the resultant translation displacements receives a minimum value.
Journal ArticleDOI

Inelastic seismic behavior of asymmetric structures with mass and stiffness eccentricity under bidirectional ground motions

TL;DR: In this paper , the authors comprehensively studied the stiffness and mass eccentricity of plan asymmetric structures and showed that mass eccentric structures are equally vulnerable to earthquakes as stiffness eccentric structures.
Journal ArticleDOI

Influence of the soil base on the stress-strain state of a large-span building with a cylinder-and-slab roof

TL;DR: In this article , the authors considered finite element models of a large-span building with a cylinder-and-slab roof as a large spatial mechanical system with different boundary conditions.
Journal ArticleDOI

State-of-the-art review on responses of combined piled raft foundation subjected to seismic loads using static and dynamic approaches

TL;DR: In this paper , the authors review contemporary research on the responses of combined piled raft foundations under lateral loading in different subsoil strata and discuss the importance of soil-structure interaction (SSI) consideration in the seismic design of CPRF.
References
More filters
Journal ArticleDOI

Seismic Soil-Pile-Structure Interaction Experiments and Analyses

TL;DR: A dynamic beam on a nonlinear Winkler foundation (or "dynamic p-y") analysis method for analyzing seismic soil-pile-structure interaction was evaluated against the results of a series of dynamic centrifuge model tests as discussed by the authors.
Journal ArticleDOI

Seismic soil-structure interaction in buildings. i: analytical methods

TL;DR: In this article, the authors describe analysis procedures and system identification techniques for evaluating inertial soil-structure interaction effects on seismic structural response, and apply these analyses to empirically evaluate SSI effects using available strong motion data from a broad range of sites.
Journal ArticleDOI

Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction

TL;DR: In this article, the effect of soil-structure interaction on elastic and inelastic range responses of low-rise building frames due to seismic excitations has been examined in details.
Journal ArticleDOI

Dynamic Experiments and Analyses of a Pile-Group-Supported Structure

TL;DR: In this paper, a pile-group-supported structure was obtained through dynamic centrifuge model tests, and then used to evaluate a dynamic beam on a nonlinear Winkler foundation (BNWF) analysis method.
Journal ArticleDOI

Effect of Earthquake on Combined Pile–Raft Foundation

TL;DR: In this article, the authors investigated the behavior of the combined pile-raft foundation (CPRF) with the use of centrifuge testing and a numerical model under pseudostatic and dynamic loading conditions carried out with finite-element software.
Related Papers (5)