Seismic Assessment of the World’s Tallest Pure-Brick Tower Including Soil-Structure Interaction-Reference-Cited by-同舟云学术

Seismic Assessment of the World’s Tallest Pure-Brick Tower Including Soil-Structure Interaction

Published:2016-10 Issue:5 Volume:30 Page:04016020
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Mortezaei Alireza¹,Motaghi Ayub²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Engineering Faculty, Semnan Branch, Islamic Azad Univ., 3513137111 Semnan, Iran (corresponding author).

2. M.Sc. Graduate of Earthquake Engineering, Dept. of Civil Engineering, Engineering Faculty, Semnan Branch, Islamic Azad Univ., 4971689833 Semnan, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000861

Reference25 articles.

1. ABAQUS 6.11 [Computer software]. Dassault Systèmes Providence RI.

2. Using seismic hazard assessment to study dynamic behavior of Gonbad-e Kāvus tower (the tallest brick tower in the world)

3. Building and Housing Research Center. (2007). “Permanent committee for revising the Iranian code of practice for seismic resistant design of buildings.” Standard No. 2800 Iranian code of practice for seismic resistant design of buildings.

4. Evaluation of the effect of earthquake frequency content on seismic behavior of cantilever retaining wall including soil–structure interaction

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