Numerical Study of Stiff Diaphragm Walls Used to Improve the Performance of Rocking Foundation Systems-Reference-Cited by-同舟云学术

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Numerical Study of Stiff Diaphragm Walls Used to Improve the Performance of Rocking Foundation Systems

Published:2019-07-01 Issue:13 Volume:25 Page:2628-2650
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Sadjadi Mani¹,Fadaee Meysam¹,Ghannad Mohammad Ali²,Jahankhah Hossein³

Affiliation:

1. Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran

2. Department of Civil Engineeering, Sharif University of Technology, Tehran, Iran

3. Department of Geotechnical Earthquake Engineering, International Institute of Earthquake Engineering and Seismology, Tehran, Iran

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2019.1631233

Reference33 articles.

1. Equivalent-linear stiffness and damping in rocking of circular and strip foundations

2. Design Considerations for Rocking Foundations on Unattached Piles

3. Soil failure can be used for seismic protection of structures

4. Simplified Constitutive Model for Simulation of Cyclic Response of Shallow Foundations: Validation against Laboratory Tests

5. Rocking response of SDOF systems on shallow improved sand: An experimental study

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Design Criteria for Rocking Foundation Systems: Normalized Demand and Displacement Analysis;2024

2. Seismic Performance of Deformable Rocking Soil-Structure Systems Subjected to Pulse-Type Excitations;Journal of Earthquake Engineering;2022-10-18

3. Dynamic test and numerical simulation on avoiding the weak-story failure mechanism in structures using LSFDs;STEEL COMPOS STRUCT;2021

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