Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms

Author:

Betti MicheleORCID,Galano Luciano,Vignoli Andrea

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

1. Evaluation of simplified models for lateral load analysis of unreinforced masonry buildings;Kappos;ASCE J Struct Eng,2002

2. Nonlinear analysis of out-of-plane masonry façades: full dynamic versus pushover methods by rigid body and spring model;Casolo;Earthquake Eng Struct Dynam,2013

3. Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA;Vamvatsikos;Earthquake Eng Struct Dynam,2006

4. Magenes G, Penna A. Existing masonry buildings: general code issues and methods of analysis and assessment. In: Proceeding of the workshop Eurocode 8. Perspectives from the Italian standpoint, Napoli, Italy, 2009, pp. 185–98.

5. Tomazevic M. The computer program POR. Report ZRMK, Institute for Testing and Research in Materials and Structures, Ljubljana; 1978.

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