An alternative Procedure for Seismic Analysis and Design of Tall Buildings Located in the Los Angeles Region, LATBSDC, 2014.
Guidelines for Performance-Based Seismic Design of Tall Buildings, PEER-TBI, 2010.
Is Nonlinear Dynamic Analysis Ever Useful? -- The Case of A Partially Constructed 54 Story Building That Did Not Satisfy Seismic Code Requirements --
Investigation of the Impact of Various Foundation Modeling Techniques on the Accuracy of the Response Obtained from Three-DimensionalResponse History Analysis of Buildings
Soil-Structure Interaction forBuilding Structures, NIST GCR 12-917-21
Structural Analysis and Design of the Walt Disney Concert Hall, Los Angeles
Seismic Performance Assessment of Buildings, Volume 1 – Methodology, FEMA P-58-1 / September 2012, FEMA
Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design, NIST GCR 10-917-9
CSMIP-3DV User Guide
CSMIP-3DV Technical Manual
Automated Post-Earthquake Damage Assessment and Safety Evaluation of Instrumented Buildings
Performance of Extensively Instrumented Buildings During the January 17, 1994 Northridge Earthquake -- An Interactive Information System
A New Rigid Connection for Heavy Beams and Columns in Steel Moment Resisting Frames
The Web-based World Housing Encyclopedia
Hidden Zones of High Stress in Seismic Response of Structural Walls
Seismic Performance of Four Instrumented Steel Buildings during the 1994 Northridge Earthquake
Design Practice to Prevent Floor Vibrations
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