The influence of the frequency content of ground motion on the nonlinear dynamic response and seismic vulnerability of historical masonry towers-Reference-Cited by-同舟云学术

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The influence of the frequency content of ground motion on the nonlinear dynamic response and seismic vulnerability of historical masonry towers

Published:2021-04-15 Issue:7 Volume:19 Page:2919-2940
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Najafgholipour Mohammad Amir,Darvishi Hossein,Maheri Mahmoud Reza

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s10518-021-01097-x.pdf

Reference41 articles.

1. Anzani A, Binda L, Carpinteri A, Invernizzi S, Lacidogna G (2010) A multilevel approach for the damage assessment of historic masonry towers. J Cult Herit. 11(4):459–470. https://doi.org/10.1016/j.culher.2009.11.008

2. ASCE/SEI 7‐16 (2016) Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers, Reston

3. Bartoli G, Betti M, Marra AM, Monchetti S (2017a) Semiempirical formulations for estimating the main frequency of slender masonry towers. J Perform Constr Facil 31(4):04017025. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001017

4. Bartoli G, Betti M, Monchetti S (2017b) Seismic risk assessment of historic masonry towers: comparison of four case studies. J Perform Constr Facil 31(5):04017039. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001039

5. Bocciarelli M, Barbieri G (2017) A numerical procedure for the pushover analysis of masonry towers. Soil Dyn Earthq Eng 1(93):162–171. https://doi.org/10.1016/j.soildyn.2016.07.022

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