Semiempirical Formulations for Estimating the Main Frequency of Slender Masonry Towers-Reference-Cited by-同舟云学术

Semiempirical Formulations for Estimating the Main Frequency of Slender Masonry Towers

Published:2017-08 Issue:4 Volume:31 Page:04017025
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bartoli Gianni¹,Betti Michele²,Marra Antonino Maria³,Monchetti Silvia⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy.

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

3. Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy.

4. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy.

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.1943-5509.0001017

Reference43 articles.

1. Abruzzese D. and Vari A. (2004). “Vulnerabilità sismica di torri medievali in muratura.” Atti dell’XI Congresso Nazionale “L’Ingegneria Sismica in Italia (ANIDS) SGE snc Padova Italy (in Italian).

2. In situ static and dynamic investigations on the “Torre Grossa” masonry tower

3. A numerical study on seismic risk assessment of historic masonry towers: a case study in San Gimignano

4. Bassoli E. Vicenzi L. Bovo M. and Mazzotti C. (2015). “Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system.” Workshop on Environmental Energy and Structural Monitoring Systems (EESMS) IEEE New York.

5. Modal Parameter Identification of Hagia Sophia Bell-Tower via Ambient Vibration Test

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