Simplified Seismic Analysis of Disordered Masonry Towers-Reference-Cited by-同舟云学术

Simplified Seismic Analysis of Disordered Masonry Towers

Published:2016-06 Issue:2 Volume:2 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Facchini Luca¹,Betti Michele²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering (DICeA), Univ. of Florence, via di Santa Marta 3, I-50139 Firenze, Italy.

2. Assistant Professor, Dept. of Civil and Environmental Engineering (DICeA), Univ. of Florence, via di Santa Marta 3, I-50139 Firenze, Italy (corresponding author).

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/AJRUA6.0000856

Reference41 articles.

1. Axially loaded RC columns strengthened by steel caging. Finite element modelling

2. ANSYS 5.0 [Computer software]. Swanson Analysis Systems Canonsburg PA.

3. Bartoli G. et al. (2013). “Confronto tra modellazioni numeriche non lineari della risposta sismica di torri in muratura.” Proc. Conf. on AID Monuments Aracne Editrice Rome.

4. Strumenti Open Source per l’ingegneria strutturale. Modellazione meccanica non lineare di edifici in muratura;Betti M.;Bollettino degli Ingegneri,2012

5. Betti M. Biagini P. and Facchini L. (2005). “Comparison among different techniques for reliability assessment of no-tensile structures under turbulent wind.” Proc. 4th European–African Conf. on Wind Engineering Prague Czech Republic.

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