Efficient Preconditioned Soil–Foundation–Structure Interaction Approach to Compute Tall-Building Time Periods-Reference-Cited by-同舟云学术

Efficient Preconditioned Soil–Foundation–Structure Interaction Approach to Compute Tall-Building Time Periods

Published:2019-08 Issue:3 Volume:24 Page:04019007
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Elmeliegy A. M.¹,Rashed Youssef F.²

Affiliation:

1. Ph.D. Student, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 407 Mann Hall, 2501 Stinson Dr., Campus Box 7908, Raleigh, NC 27695 (corresponding author).

2. Professor, Structural Engineering Dept., Faculty of Engineering, Cairo Univ., Cairo 12613, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000422

Reference29 articles.

1. Evaluation of soil–foundation–structure interaction effects on seismic response demands of multi-story MRF buildings on raft foundations

2. BE4E. 2017. “Iterative soil-structure interaction tool.” Accessed April 5 2016. http://www.be4e.com/new/Iterative.html.

3. Effect of soil-flexibility on dynamic behaviour of building frames on raft foundation

4. Practical Subgrade Model for Improved Soil-Structure Interaction Analysis: Software Implementation

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