000019897 001__ 19897
000019897 005__ 20170118182342.0
000019897 04107 $$aeng
000019897 046__ $$k2017-01-09
000019897 100__ $$aWang, Michael
000019897 24500 $$aBase-Isolated Intermodal Transportation Center Serves Dual Purpose as Emergency Response Nerve Center

000019897 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019897 260__ $$b
000019897 506__ $$arestricted
000019897 520__ $$2eng$$aThis paper presents the structural design and analysis of the unique 300,000 square foot base-isolated Regional Intermodal Transportation Center (RITC) located in Burbank, California. The structure houses the new rental car facility for the Bob Hope Airport, a bus transit facility and airport visitor parking, however, this facility is anything but a typical parking structure. The structure is designed to act as the hub of the federal and local Emergency Response Center following a major regional earthquake. As such, it has been designed to meet extraordinarily high seismic performance goals set by the airport authority. The base isolated structure has been designed to not only withstand the largest conceivable earthquake in the region, but to remain fully operational as a crucial part of the Emergency Response Center. The project was originally designed by others as a traditional design-bid-build project using all steel frame construction, however, the airport authority provided the bidding contractors with the option to re-design the structure only (all functional, architectural and seismic performance requirements would remain unchanged). As the design-build structural engineers, the authors provided a creative and innovative approach to meet the project criteria with a completely different structural design that saved millions in construction cost while providing a more serviceable concrete structure. The facility was designed using a post-tensioned concrete superstructure with a concrete special moment resisting frames supported on eighty two (82) triple friction pendulum bearing isolators located just below the second floor (10 feet above grade). A long span steel roof structure was designed to support a 1.5 mega-watt solar array. The project was extremely fast-tracked with the entire design and peer review process, including nonlinear response history analysis, completed in just 4 months.

000019897 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019897 653__ $$aBase-Isolation; Reinforced Concrete; Performance-Based Design; Nonlinear Response History Analysis

000019897 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019897 720__ $$aWang, Michael$$iSkokan, Matthew$$iIslam, Saiful$$iOguzmert, Metin$$iHuang, Sampson
000019897 8560_ $$ffischerc@itam.cas.cz
000019897 8564_ $$s798293$$uhttps://invenio.itam.cas.cz/record/19897/files/4632.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4632.
000019897 962__ $$r16048
000019897 980__ $$aPAPER