Project OverviewAlthough traditionally constructed residential structures provide a high level of life safety during an earthquake, their vulnerability to damage can be very costly. After the 1994 Northridge Earthquake, it was estimated that $20 billion were issued in insurance payouts for damaged residences. In addition, over 60,000 people were displaced from their homes for a significant period of time. To reduce the damage seen by these structures, this project includes experimental and analytical resarch to demonstrate effective methods to decrease the risk of damage, therby increasing the resiliency of the home.
Researchers at Stanford University and California State University, Sacramento are investigating new cost-efficient design and construction methods to create (1) a low-cost isolation system that protects the structure from large earthquake forces and (2) a uni-body framing system with enhanced strength and stiffness through full integration of the structural and architecural building components into the lateral load resisting system.
These new design methodologies have been tested through an integrated research plan, including several experimental phases at a wide-variety of scales, and numerous computational simulations to further develop behavioral insights. Fastener tests and medium-scale (4 ft. x 4 ft.) wall tests were conducted at Stanford University to identify construction methods and materials that formed the basis of the uni-body design approach. These tests informed a suite of full-scale (8 ft. x 8 ft. and 16 ft. x 8 ft.) quasi-static wall tests at California State University at Sacramento and full-scale (16 ft. x 7 ft. x 8 ft.) room assembly tests at the NEES@Berkeley site. In addition, small- and medium-scale tests on a variety of high-friction sliding materials/surfaces were conducted at Stanford University towards the development of a low-cost base isolation system. The isolation system consists of flat or dish isolation interfaces of visco-elastic polymers and finished steel. These combinations take advantage of the enhanced strength and stiffness the uni-body system and allow for a higher friction force as compared to traditional isolation applications with low friction materials. Small- and large-scale tests of the isolation interface were conducted at Stanford University and NEES@Berkeley, respectively. High-fidelity simulation models were developed and calibrated using these tests results.
Enhanced Uni-body Design
|Gregory Deierlein||(Stanford University)|
|Eduardo Miranda||(Stanford University)|
|Benjamin Fell||(Sacramento State)|
|Cristian Acevedo||(Stanford University)|
|Ezra Jampole||(Stanford University)|