Seismic performance evaluation of slender masonry towers: a case study-Reference-Cited by-同舟云学术

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Seismic performance evaluation of slender masonry towers: a case study

Published:2015-10-12 Issue:4 Volume:25 Page:193-212
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Cakir Ferit¹,Uckan Eren²,Shen Jay³,Seker Senol⁴,Akbas Bulent⁵

Affiliation:

1. Department of Architecture; Yildiz Technical University; Istanbul Turkey

2. Department of Earthquake Engineering, Kandilli Observatory and Earthquake Research Institute (KOERI); Bogazici University; Istanbul Turkey

3. Department of Civil, Construction and Environmental Engineering; Iowa State University; Ames IA USA

4. Department of Construction Technology, Merzifon Voc. School; Amasya University; Amasya Turkey

5. Department of Earthquake and Structural Engineering; Gebze Technical University; Turkey

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.1235/fullpdf

Reference36 articles.

1. Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina;Ademovic;Engineering Structures,2013

2. ANSYS 2014 Finite element analysis program, 14.0 releases USA

3. Seismic performance assessment of masonry structures with a modified concrete model;Avossa;Bulletin of Earthquake Engineering,2015

4. Seismic evaluation of old masonry buildings. Part II: analyses of strengthening solutions for a case-study;Bento;Engineering Structures,2005

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