Poster Session

PresenterTitle of PosterInstitution

Cristian Acevedo Shake Table Test of a Two-Story Unibody House Stanford
Mohammad Alam Fragility Functions for a Modern Code Compliant Unreinforced Masonry Infilled RC Frame Building Oregon State University
Negin Aryaee Axial Load Transfer of Coupling Beams – Analytical Modeling of a Twelve-Story Reinforced
Concrete Coupled T-Walls Test
UC Los Angeles
Reagan Chandramohan Incorporating Ground Motion Duration in Structural Collapse Risk Assessment Stanford
Peng Chen Tension-Resistant Device in Base Isolation Tongji University, China
Gemma Cremen Evaluation of Ground Motion Intensities from Induced Earthquakes Using “Did You Feel It?” Data Stanford
Sahar Derakhshan Taking Action and Advocate for Building Resiliency UC Berkeley
Thanh Do A Damage Model for Structures with Degrading Response UC Berkeley
Chun Jiang Seismic Performance of RC Frames with Self-centering Ground Floor Tongji University, China
Cynthia Lee An Improved Computationally Efficient Algorithm for Ground Motion Selection Stanford
Yinghui Li Experimental Study on Seismic Damage Behavior of Steel Reinforced Concrete (SRC) Coupling Beams Tongji University, China
Mohammed Mohammed Shake Table Tests of Bridge Columns Under Long Duration Ground Motions University of Nevada, Reno
Xin Qian Development of a New Steel Moment Connection UC Berkeley
Benshun Shao Using Hardening Behavior of Bearing to Enhance Safety Margin Under Beyond Design Earthquake for a Base Isolated Structure UC Berkeley
Barbara Simpson Preliminary Analysis of Strongback System UC Berkeley
Shanshan Wang Seismic Retrofit of Existing Tall Buildings Using Supplemental Energy Dissipation Devices UC Berkeley
Yangling Wang Application of Hybrid Simulation on Evaluating Seismic Performance of Zonal Hanging Curtain Wall System Under Vertical Earthquake Action Tongji University, China
Jenna Wong A Modern Computational Framework for Nonlinear Seismic Analysis of Nuclear Facilities and Systems LBNL
Jason Wu End to End Simulation and Analysis Framework for Efficient Seismic Retrofitting of Water Supply Systems Stanford

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