Field Observation and Vulnerability Assessment of Gonbad-e Qābus-Reference-Cited by-同舟云学术

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Field Observation and Vulnerability Assessment of Gonbad-e Qābus

Published:2017-12 Issue:4 Volume:23 Page:05017008
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Ebrahimiyan Marziye¹,Golabchi Mahmoud²,Yekrangnia Mohammad³^ORCID

Affiliation:

1. Technical Advisor, Handcrafts and Tourism Organization, Iranian Cultural Heritage, Tehran 13445719, Iran.

2. Professor, Dept. of Architectural Engineering, Univ. of Tehran, Tehran 1413915361, Iran.

3. Ph.D. Candidate, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1394813465, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AE.1943-5568.0000266

Reference29 articles.

1. Abaqus 6.9 [Computer software]. Hibbett Karlsson and Sorensen Inc. Pawtucket RI.

2. A multilevel approach for the damage assessment of Historic masonry towers

3. ASCE/SEI Seismic Rehabilitation Standards Committee. (2012). “ Seismic rehabilitation of existing buildings.” ASCE/SEI 41–13 ASCE Reston VA.

4. Earthquake Resistant Design and Rehabilitation of Masonry Historical Structures

5. Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy)

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1. Experimental Investigations and Seismic Assessment of a Historical Stone Minaret in Mostar;Buildings;2023-02-15

2. Seismic behavior of masonry walls retrofitted by centercore technique: A numerical study;Construction and Building Materials;2021-01

3. Reliability-Based Safety Evaluation of the BISTOON Historic Masonry Arch Bridge;Civil and Environmental Engineering Reports;2020-03-01

4. On the vulnerability of the Shrine of Prophet Daniel through field observation and numerical simulation;Engineering Failure Analysis;2019-08

5. Example of a Two-Story Unreinforced Masonry Building Retrofitted by Shotcrete;Advanced Design Examples of Seismic Retrofit of Structures;2019

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