Jong W. Bai, Ph.D. - Publications
Affiliations: | 2011 | Texas A & M University, College Station, TX, United States |
Area:
Civil EngineeringYear | Citation | Score | |||
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2016 | Kim YH, Park Y, Bai J. Probabilistic Shear Capacity Models for Concrete Members with Internal Composite Reinforcement Journal of Composites For Construction. 21: 4016083. DOI: 10.1061/(Asce)Cc.1943-5614.0000739 | 0.444 | |||
2016 | Cha YJ, Bai JW. Seismic fragility estimates of a moment-resisting frame building controlled by MR dampers using performance-based design Engineering Structures. 116: 192-202. DOI: 10.1016/J.Engstruct.2016.02.055 | 0.461 | |||
2015 | Bai JW, Hueste MBD, Gardoni P. Seismic vulnerability assessment of tilt-up concrete structures Structure and Infrastructure Engineering. 11: 1131-1146. DOI: 10.1080/15732479.2014.938659 | 0.531 | |||
2014 | Bai JW, Hueste MBD, Gardoni P. Case Study: Scenario based seismic loss estimation for concrete buildings in mid America Earthquake Spectra. 30: 1585-1599. DOI: 10.1193/082612Eqs270T | 0.548 | |||
2013 | Kim Y, Bai J, Albano LD. Fragility estimates of smart structures with sensor faults Smart Materials and Structures. 22: 125012. DOI: 10.1088/0964-1726/22/12/125012 | 0.461 | |||
2011 | Bai JW, Gardoni P, Hueste MBD. Story-specific demand models and seismic fragility estimates for multi-story buildings Structural Safety. 33: 96-107. DOI: 10.1016/J.Strusafe.2010.09.002 | 0.454 | |||
2009 | Bai JW, Hueste MBD, Gardoni P. Probabilistic assessment of structural damage due to earthquakes for buildings in mid-America Journal of Structural Engineering. 135: 1155-1163. DOI: 10.1061/(Asce)0733-9445(2009)135:10(1155) | 0.482 | |||
2007 | Hueste MBD, Bai J. Seismic retrofit of a reinforced concrete flat-slab structure: Part I — seismic performance evaluation Engineering Structures. 29: 1165-1177. DOI: 10.1016/J.Engstruct.2006.07.023 | 0.519 | |||
2007 | Hueste MBD, Bai J. Seismic retrofit of a reinforced concrete flat-slab structure: Part II — seismic fragility analysis Engineering Structures. 29: 1178-1188. DOI: 10.1016/J.Engstruct.2006.07.022 | 0.528 | |||
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