PROS and CONS of linear and nonlinear seismic analyses for existing URM structures: Application to a historical building

Author:

Sandoli Antonio,Pacella Gaetana,Cordasco Emilia Angela,Calderoni Bruno

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference31 articles.

1. Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle;Valente;Eng Fail An,2019

2. Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions;Valente;Eng Fail An,2019

3. (2021) Methodology for an effective retrofitting strategy of existing masonry buildings: a case study near L’Aquila;Sandoli;Int J Masonry Res Innov,2021

4. EQ Asses. Part C – Unreinforced masonry buildings. The seismic assessment of existing buildings. Technical Guidelines for Engineering Assessment. New Zealand; 2017.

5. ASCE/SEI 41-136. Seismic evaluation and retrofit of existing buildings. American Society of Civil Engineers. Reston. VA; 2014.

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