Nonlinear analysis of out‐of‐plane masonry façades: full dynamic versus pushover methods by rigid body and spring model
- 26 June 2012
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 42 (4), 499-521
- https://doi.org/10.1002/eqe.2224
Abstract
No abstract availableThis publication has 28 references indexed in Scilit:
- The extended N2 method taking into account higher mode effects in elevationEarthquake Engineering & Structural Dynamics, 2011
- In situ cyclic tests on existing stone masonry walls and strengthening solutionsEarthquake Engineering & Structural Dynamics, 2010
- Seismic performance of an unreinforced masonry building: An experimental investigationEarthquake Engineering & Structural Dynamics, 2009
- Cyclic testing of unreinforced masonry walls in two‐way bendingEarthquake Engineering & Structural Dynamics, 2006
- Simplified non-linear seismic analysis of infilled reinforced concrete framesEarthquake Engineering & Structural Dynamics, 2004
- Computations on historic masonry structuresProgress in Structural Engineering and Materials, 2002
- A modal pushover analysis procedure for estimating seismic demands for buildingsEarthquake Engineering & Structural Dynamics, 2001
- Static pushover versus dynamic collapse analysis of RC buildingsEngineering Structures, 2001
- THE N2 METHOD FOR THE SEISMIC DAMAGE ANALYSIS OF RC BUILDINGSEarthquake Engineering & Structural Dynamics, 1996
- New discrete models and their application to seismic response analysis of structuresNuclear Engineering and Design, 1978