论文信息 - Seismic Assessment of an Historical Masonry Building using Nonlinear Static Analysis - 字舞流文

Seismic Assessment of an Historical Masonry Building using Nonlinear Static Analysis

Franco Bontempi | Franco Bontempi | S. Arangio | F. Bucchi | F. Bucchi

[1] Vincenzo Gattulli. Role and Perspective of Computational Structural Analysis for Sustainable Reconstruction and Seismic Risk Mitigation after an Earthquake , 2011 .

[2] Serena Cattari,et al. In‐plane strength of unreinforced masonry piers , 2009 .

[3] Y. Tsompanakis,et al. Civil and Structural Engineering Computational Technology , 2011 .

[4] Bartolomeo Pantò,et al. A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings , 2012 .

[5] Gian Michele Calvi,et al. In‐plane seismic response of brick masonry walls , 1997 .

[6] B. Calderoni,et al. A simplified theoretical model for the evaluation of structural behaviour of masonry spandrels , 2011 .

[7] Claudio Amadio,et al. Non‐linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code , 2008 .

[8] Franco Bontempi,et al. Systemic approach for the maintenance of complex structural systems , 2008 .