Extensive overview of soil constitutive relations and applications for geotechnical engineering problems

KC Onyelowe, AM Ebid, ER Sujatha, F Fazel-Mojtahedi… - Heliyon, 2023 - cell.com
A state-of-the-art review has been conducted in this work on soil constitutive modeling,
which has emphasized on: soil type, ground-water conditions, loading conditions, structural …

[HTML][HTML] Seismic assessment and strengthening of a historical masonry bridge considering soil-structure interaction

A Shabani, M Kioumarsi - Engineering Structures, 2023 - Elsevier
A holistic methodology for developing the digital twins and conducting seismic vulnerability
assessments of masonry arch bridges is proposed and applied to a historical stone masonry …

Effect of vertical ground motions and overburden depth on the seismic responses of large underground structures

W Li, Q Chen - Engineering Structures, 2020 - Elsevier
Underground structures such as subway stations, which are operated at a high capacity and
frequency, are prone to damage by large earthquakes. To study the seismic performance of …

Assessment of dynamic soil-structure interaction effects for tall buildings: A 3D numerical approach

R Scarfone, M Morigi, R Conti - Soil Dynamics and Earthquake Engineering, 2020 - Elsevier
Soil-structure interaction (SSI) phenomena are typically studied in the frequency-domain
using the substructure approach, involving several simplifications. In this study, SSI effects …

Effect of seismic soil–pile–structure interaction on mid-and high-rise steel buildings resting on a group of pile foundations

M Bagheri, ME Jamkhaneh, B Samali - International Journal of …, 2018 - ascelibrary.org
A series of numerical simulations were carried out on two types of superstructures and six
types of piled raft foundations to investigate the effects of seismic soil–pile–structure …

Optimal location of energy dissipation outrigger in high-rise building considering nonlinear soil-structure interaction effects

R Tavakoli, R Kamgar, R Rahgozar - Periodica Polytechnica Civil …, 2020 - pp.bme.hu
Buckling-restrained braces (BRBs) emerged to improve the seismic performance of high-rise
structures as compared to the ordinary diagonal bracing. In this paper, the seismic …

Full 3D nonlinear time history analysis of dynamic soil–structure interaction for a historical masonry arch bridge

H Güllü, HS Jaf - Environmental Earth Sciences, 2016 - Springer
Historical masonry arch bridges, which represent the richness of cultural heritage of the
country (Anatolia, Turkey), should be protected against detrimental effects and transferred …

下卧刚性基岩条件下场地土-结构体系地震反应分析方法研究

杜修力, 李洋, 赵密, 许成顺, 路德春 - 工程力学, 2017 - engineeringmechanics.cn
下卧刚性基岩条件下的土-结构体系地震反应分析模型是一个能量“半开放-半封闭” 系统.
它与完全的能量“开放” 系统土-结构体系地震反应分析模型的不同之处是其采用了域内惯性力的 …

Enhanced endurance-time-method (EETM) for efficient seismic fragility, risk and resilience assessment of structures

Y Pang, X Wang - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
Quantifying the seismic fragility, risk, and resilience of structures is a computationally
demanding step in the performance-based earthquake engineering framework as it …

Investigating the effects of seismic isolators on steel asymmetric structures considering soil-structure interaction

S Radkia, R Rahnavard, H Tuwair, FA Gandomkar… - Structures, 2020 - Elsevier
Building isolation is a practical and ubiquitous method for reducing inter-story drift and story
acceleration. Previously it has been shown that since an isolator can increase the time …