[W01] Silicon Valley Bay Area Rapid Transport (BART) extension Design-Build contractor $100M+ claim of damages on subcontracted consulting structural engineering firm.
[P03] Internal peer reviewer for Arup on region-wide seismic assessment, nonlinear analysis, and retrofit design and detailing of existing unreinforced masonry structures affected by gas extraction-induced earthquakes in the Groningen region of Netherlands.
[P02] Consultant to Ideation, Inc. for the review of the Federal Emergency Management Agency guideline for Natural Hazard Loss Avoidance..
[P01] Consultant (@Arup) to the California Office of Statewide Health Planning and Development (OSHPD) for the peer-review of a 6-story hospital in Temecula, California, designed by HOK Dallas.
[R04] Seismic retrofit feasibility study of 27 California courthouses for the Judicial Council of California.
[R03] Seismic assessment of and retrofit concepts for the Telecommunications Central Office building at the University of California at Davis.
[R02] Probability of simultaneous operational failure of critical facilities of Southern California Edison during an earthquake.
[R01] Seismic evaluation of the Administration Building on the San Bernardino Valley College campus.
[D14] Loma Linda University Medical Center, Loma Linda, California (Architect: NBBJ, Los Angeles). 17-story base-isolated hospital with viscous fluid dampers, buckling restrained braces, and a vertical isolation system located less than a mile away from the San Jacinto fault in southern California.
[D13] Kookmin Bank, Seoul, South Korea. 40-story reinforced concrete office tower with 8-story deep basement structure.
[D12] Kota-Kasablanka, Jakarta, Indonesia (Architect: RTKL Associates, Los Angeles). Three 35-story residential and office towers (lateral force-resisting system consisting of reinforced concrete shear wall core and perimeter moment frames).
[D11] Sheraton-Jakarta, Jakarta, Indonesia (Architect: Pei Cobb Freed, New York). 60-story mixed-use (hotel/residential) tower (lateral force-resisting system consisting of reinforced concrete shear wall core and perimeter moment frames) .
[D10] Lite-On Headquarters, Taipei, Taiwan (Architect: Artech, Taipei). 23-story office tower (lateral force-resisting system consisting of steel concentric braced frames).
[D09] Taichung Government and City Council Buildings, Taichung, Taiwan. Concept design of 14-story office buildings.
[D08] Mitac Inc. Headquarters, Taipei, Taiwan (Architect: Artech, Taipei). 11-story office tower (lateral force-resisting system consisting of reinforced concrete shear wall core and perimeter moment frames).
[D07] Miller Park Stadium, Milwaukee, Wisconsin (Architect: NBBJ, Los Angeles). Baseball stadium with fan-shaped 643 ft-span retractable roof for the Milwaukee Brewers.
[D06] 49ers Stadium, San Francisco, California (Architect: NBBJ, Los Angeles). Schematic design of planned football stadium.
[D05] Jefferson Park, New Orleans, Louisiana. Hurricane wind design of minor league baseball stadium.
[D05] Concept, schematic, and design development of a broad, creative, scalable, and modular system for the deployment of the fully automated Ocado Smart Platform solution for retail e-commerce robot-serviced warehouses in high-seismic regions of the United States.
[D04] Hall of Still Thought, Taichung, Taiwan (Architect: NBBJ Seattle). Base-isolated concept design for a lotus-shaped Buddhist monument with a planned 1000-year lifespan for the Tzu-Chi Charitable Foundation, located close to the epicenter of the 1999 Chi-Chi earthquake.
[D03] Taiwan Cement Office Building Canopy, Taipei, Taiwan. Long-span cable-stayed canopy supported by a single mast and four cables.
[D02] Harrah's Rivergate Center, New Orleans, Louisiana. Sub-structure design for the world’s largest land-based casino at the time of its construction, located on the site of an existing convention center.
[D01] Glory of Bengal, Aquarium cum Exhibition Center, Kolkata, India.
[S01] FRAME3D, software for the three-dimensional nonlinear failure analysis of steel buildings including the modeling of plasticity, fracture, and buckling of steel members and the global stability of steel structural systems.