Seismic retrofit options for non-structural building partition walls: impact on loss estimation and cost-benefit analysis
暂无分享,去创建一个
[1] Michael N. Fardis,et al. Seismic response and design of RC structures with plan‐eccentric masonry infills , 1999 .
[2] Curt B. Haselton,et al. Expected earthquake damage and repair costs in reinforced concrete frame buildings , 2012 .
[3] Khalid M. Mosalam,et al. Shake‐table experiment on reinforced concrete structure containing masonry infill wall , 2006 .
[4] M. Elgaaly,et al. Seismic Retrofit of Concrete-Masonry-Infilled Steel Frames with Glass Fiber-Reinforced Polymer Laminates , 2004 .
[5] Vitelmo V. Bertero,et al. Infills in Seismic Resistant Building , 1983 .
[6] Donatello Cardone,et al. Cost-Benefit Analysis of Alternative Retrofit Strategies for RC Frame Buildings , 2019 .
[7] Ali M. Memari,et al. Analysis of masonry infilled steel frames with seismic isolator subframes , 2005 .
[8] Keiichiro Suita,et al. Seismic performance evaluation of non‐structural components: drywall partitions , 2007 .
[9] Eleni Smyrou,et al. FRP Strengthened Brick-Infilled RC Frames: An Approach for their Proper Consideration in Design , 2012 .
[10] Turan Özturan,et al. Seismic Strengthening of Infilled Reinforced Concrete Frames with Composite Materials , 2011 .
[11] Humberto Varum,et al. Hazard Disaggregation and Record Selection for Fragility Analysis and Earthquake Loss Estimation , 2017 .
[12] A. Elwi,et al. Strengthening of Unreinforced Masonry Walls Using FRPs , 2001 .
[13] Michael N. Fardis,et al. Seismic Design and Response of Bare and Masonry-Infilled Reinforced Concrete Buildings Part II: Infilled Structures , 1997 .
[14] B. Bradley. A generalized conditional intensity measure approach and holistic ground‐motion selection , 2010 .
[15] Andre Filiatrault,et al. Experimental Seismic Fragility of Steel Studded Gypsum Partition Walls and Fire Sprinkler Piping Subsystems , 2010 .
[16] R. Park,et al. Stress-Strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Rates , 1982 .
[17] Kurt M. McMullin,et al. Seismic Damage Thresholds for Gypsum Wallboard Partition Walls , 2007 .
[18] Sanja Hak,et al. Damage Control for Clay Masonry Infills in the Design of RC Frame Structures , 2012 .
[19] Paolo Negro,et al. Irregularities induced by nonstructural masonry panels in framed buildings , 1997 .
[20] Halûk Sucuoğlu. Implications of Masonry Infill and Partition Damage in Performance Perception in Residential Buildings after a Moderate Earthquake , 2013 .
[21] S. Billington,et al. Cyclic Response of Nonductile Reinforced Concrete Frames with Unreinforced Masonry Infills Retrofitted with Engineered Cementitious Composites , 2014 .
[22] Paolo Negro,et al. Effect of Infills on the Global Behaviour of R/C Frames. Energy Considerations from Pseudodynamic Tests , 1996 .
[23] M. Mohammadi,et al. Methods to Improve Infilled Frame Ductility , 2011 .
[24] Helen Crowley,et al. On the treatment of uncertainties in the development of fragility functions for earthquake loss estimation of building portfolios , 2016 .
[25] Carlo Meletti,et al. The 2013 European Seismic Hazard Model: key components and results , 2015, Bulletin of Earthquake Engineering.
[26] Baris Binici,et al. Analysis and design of FRP composites for seismic retrofit of infill walls in reinforced concrete frames , 2007 .
[27] Francesca da Porto,et al. Performance of masonry buildings during the Emilia 2012 earthquake , 2014, Bulletin of Earthquake Engineering.
[28] T. Paulay,et al. Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .
[29] Gaetano Manfredi,et al. Seismic performance evaluation of plasterboard partitions via shake table tests , 2014, Bulletin of Earthquake Engineering.
[30] Athol J. Carr,et al. Analytical modelling of infilled frame structures , 2000 .
[31] Ali M. Memari,et al. Experimental evaluation of a sacrificial seismic fuse device for masonry infill walls , 2007 .
[32] Vitelmo V. Bertero,et al. Earthquake Resistance of Infilled Frames , 1978 .
[33] Jack W. Baker,et al. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis , 2015 .
[34] Amr S. Elnashai,et al. Derivation of vulnerability functions for European-type RC structures based on observational data , 2003 .
[35] Donatello Cardone,et al. Damage and Loss Assessment of Pre-70 RC Frame Buildings with FEMA P-58 , 2017 .
[36] Donatello Cardone,et al. Developing fragility curves and loss functions for masonry infill walls , 2015 .
[37] Andreas Stavridis,et al. Shake‐table tests of a three‐story reinforced concrete frame with masonry infill walls , 2012 .
[38] Andrew Charleson,et al. Seismic design for architects , 2008 .
[39] Andre Filiatrault,et al. Experimental Seismic Fragility of Cold-Formed Steel Framed Gypsum Partition Walls , 2013 .
[40] Michel Bruneau,et al. Performance of Buildings , 2000 .
[41] Santiago Pujol,et al. The test of a full-scale three-story RC structure with masonry infill walls , 2010 .
[42] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[43] Donatello Cardone,et al. Fragility curves and loss functions for RC structural components with smooth rebars , 2016 .
[44] Steven L. Kramer,et al. Ground Motion Intensity Measures for Liquefaction Hazard Evaluation , 2006 .
[45] F. Filippou,et al. Mixed formulation of nonlinear beam finite element , 1996 .
[46] Carlos Marcelo Ramirez. Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering , 2009 .
[47] P. Lestuzzi,et al. STATIC CYCLIC RESPONSE OF MASONRY WALLS RETROFITTED WITH FIBER-REINFORCED POLYMERS , 2007 .
[48] T. Almusallam,et al. Behavior of FRP Strengthened Infill Walls under In-Plane Seismic Loading , 2007 .
[49] Gian Michele Calvi. Choices and Criteria for Seismic Strengthening , 2013 .
[50] C. Valente,et al. Shaking table tests on reinforced concrete frames without and with passive control systems , 2005 .
[51] Pierino Lestuzzi,et al. In-Plane Seismic Response of URM Walls Upgraded with FRP , 2005 .
[52] T. Triantafillou,et al. Seismic strengthening of masonry-infilled RC frames with TRM: Experimental study , 2015 .
[53] Stefano Pampanin,et al. Low damage seismic solutions for non-structural drywall partitions , 2015, Bulletin of Earthquake Engineering.