Time-to-Functionality Fragilities for Performance Assessment of Buildings
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Jeffrey W. Berman | Shiling Pei | Reid B. Zimmerman | John W. van de Lindt | Eric McDonnell | J. W. van de Lindt | Sarah Wichman | Keri Ryan | Jace Furley | Hamed Hasani | J. Daniel Dolan | S. Pei | J. Berman | K. Ryan | J. Furley | S. Wichman | R. B. Zimmerman | J. Daniel Dolan | E. McDonnell | Hamed Hasani
[1] Jack W. Baker,et al. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis , 2015 .
[2] Ryan S. Ganey,et al. Seismic Design and Testing of Rocking Cross Laminated Timber Walls , 2015 .
[3] J. D. Dolan,et al. Analytical and Experimental Lateral-Load Response of Self-Centering Posttensioned CLT Walls , 2017 .
[4] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[5] Zhen Xu,et al. Application of the FEMA-P58 methodology for regional earthquake loss prediction , 2016, Natural Hazards.
[6] Michel Bruneau,et al. Framework for analytical quantification of disaster resilience , 2010 .
[7] John W. van de Lindt,et al. Overview of a Project to Quantify Seismic Performance Factors for Cross Laminated Timber Structures in the United States , 2014 .
[8] H. Hasani,et al. PRE-TEST SEISMIC EVALUATION OF DRYWALL PARTITION WALLS INTEGRATED WITH A TIMBER ROCKING , 2017 .
[9] Luis E. Yamin,et al. Probabilistic seismic vulnerability assessment of buildings in terms of economic losses , 2017 .
[10] Jack P. Moehle,et al. Seismic Performance Evaluation of Facilities: Methodology and Implementation , 2009 .
[11] Naohito Kawai,et al. SOFIE project – 3D shaking table test on a seven‐storey full‐scale cross‐laminated timber building , 2013 .
[12] Quincy T. Ma,et al. Comparative Life Cycle Analysis of Conventional and Base-Isolated Buildings , 2016 .
[13] Alessandro Palermo,et al. Innovative seismic solutions for multi-storey LVL timber buildings , 2006 .
[14] Marjan Popovski,et al. Performance of a 2-Story CLT House Subjected to Lateral Loads , 2016 .
[15] Paolo Gardoni,et al. The Centerville Virtual Community: a fully integrated decision model of interacting physical and social infrastructure systems , 2016 .
[16] Richard Sause,et al. Experimental Investigation of Self-Centering Cross-Laminated Timber Walls , 2017 .
[17] Andrew Brown,et al. PERFORMANCE BASED DESIGN OF BUILDINGS TO ASSESS DAMAGE AND DOWNTIME AND IMPLEMENT A RATING SYSTEM , 2013 .
[18] Alessandro Palermo,et al. Multi-Storey Prestressed Timber Buildings in New Zealand , 2008 .
[19] John W. van de Lindt,et al. Experimental Seismic Response of a Resilient 2-Story Mass-Timber Building with Post-Tensioned Rocking Walls , 2019, Journal of Structural Engineering.
[20] PeiShiling,et al. Analytical study on seismic force modification factors for cross-laminated timber buildings , 2013 .