Numerical Simulation of Seismic-Induced Failure of a Precast Structure during the Emilia Earthquake-Reference-Cited by-同舟云学术

Numerical Simulation of Seismic-Induced Failure of a Precast Structure during the Emilia Earthquake

Published:2018-02 Issue:1 Volume:32 Page:04017119
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bovo Marco¹,Savoia Marco²

Affiliation:

1. Research Assistant, Dept. of Civil, Chemical, Environmental and Materials Engineering, Università di Bologna, Viale Risorgimento 2, 40136 Bologna, Italy.

2. Full Professor, Dept. of Civil, Chemical, Environmental and Materials Engineering, Università di Bologna, Viale Risorgimento 2, 40136 Bologna, 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/%28ASCE%29CF.1943-5509.0001086

Reference37 articles.

1. A formulation of general shell elements—the use of mixed interpolation of tensorial components

2. Seismic performance of precast industrial facilities following major earthquakes in the Italian territory;Belleri A.;J. Perform. Constr. Facil.,2014

3. Bournas D. A. Negro P. and Taucer F. (2013). “The Emilia earthquakes: Report and analysis on the behaviour of precast industrial buildings from a field mission.” Proc. 4th Int. Conf. on Computational Methods in Structural Dynamics and Earthquake Engineering: ECCOMAS Thematic Conf.-2 COMPDYN 2013 National Technical Univ. of Athens Athens.

4. Experimental investigation of the cyclic response of reinforced precast concrete framed structures

5. Fardis M. N. (1995). “Lessons learnt in past earthquakes.” Proc. 10th European Conf. on Earthquake Engineering A.A. Balkema Rotterdam Netherlands.

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