Evaluation of Rocking and Coupling Rotational Linear Stiffness Coefficients of Adjacent Foundations-Reference-Cited by-同舟云学术

Evaluation of Rocking and Coupling Rotational Linear Stiffness Coefficients of Adjacent Foundations

Published:2018-01 Issue:1 Volume:18 Page:04017131
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Aldaikh Hesham¹^ORCID,Alexander Nicholas A.²,Ibraim Erdin³,Knappett Jonathan A.⁴

Affiliation:

1. Geotechnical Engineer, Ground Engineering Practice, WS Atkins plc, Bristol BS32 4RZ, U.K.; Univ. of Bristol, Univ. of Bristol, Dept. of Civil Engineering, Bristol BS8 1TR, U.K. (corresponding author). ORCID: .

2. Senior Lecturer in Structural Engineering, Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, U.K.

3. Reader in Geomechanics, Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, U.K.

4. Reader in Civil Engineering, School of Science and Engineering, Univ. of Dundee, Dundee DD1 4HN, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001041

Reference40 articles.

1. Aldaikh H. (2013). “Discrete models for the study of dynamic structure-soil-structure interaction.” Ph.D. thesis Queen’s School of Engineering Univ. of Bristol Bristol U.K.

2. Shake table testing of the dynamic interaction between two and three adjacent buildings (SSSI);Aldaikh H.;Soil Dyn. Earthquake Eng.,2016

3. Two dimensional numerical and experimental models for the study of structure–soil–structure interaction involving three buildings;Aldaikh H.;Comput. Struct.,2015

4. A simple discrete model for interaction of adjacent buildings during earthquakes;Alexander N. A.;Comput. Struct.,2013

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