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NUMERICAL SIMULATION OF URM INFILL WALLS in RC FRAMES: CRITICAL MODELING ASPECTS. KHALID m. mosalam UNIVERSITY OF CALIFORNIA, BERKELEY. Motivation. URM Infill Walls in RC Buildings Benefits S ignificant effects on functionality
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NUMERICAL SIMULATION OF URM INFILL WALLS in RC FRAMES:CRITICAL MODELING ASPECTS KHALID m. mosalam UNIVERSITY OF CALIFORNIA, BERKELEY
Motivation URM Infill Walls in RC Buildings • Benefits • Significant effects on functionality • Contribute to lateral force resisting capacity & damping up to a certain hazard level • Increase the overall stiffness – may have benefits for certain cases • Detrimental Effects • Sudden brittle failure: High potential to form a soft story during shaking • Interaction with the frame: Shear failure of columns • In plane/out of plane interaction: Reduced capacity in both directions • In plane/out of plane interaction:Debris from out of plane failure, life safety concerns • Torsional effects due to asymmetric wall arrangement in plan Quantification of detrimental effects requires proper modeling
Motivation Soft Story: Kocaeli EQ, Turkey, 1999 (left) Haiti EQ, 2010 (right) In-plane /out-of-plane interaction: Wenchuan EQ, China, 2008 Frame-URM interaction: L’Aquila EQ, Italy, 2009
Critical Modeling Aspects In-plane/Out-of-plane Interaction: General modeling
Critical Modeling Aspects In-plane/Out-of-plane Interaction: Section discretization
Critical Modeling Aspects URM infill removal upon failure Integration time step i-1 Integration time step i @Integration time step i
Critical Modeling Aspects URM wall removal upon failure: Algorithm
Critical Modeling Aspects Shear failure of columns Shear springs with nonlinear force displacement relationship
Numerical Simulations For Retrofit Rocking spine retrofit Courtesy of Tipping Mar, Berkeley
Numerical Simulations For Retrofit Rocking spine retrofit Courtesy of Tipping Mar, Berkeley
Numerical Simulations For Retrofit Rocking spine retrofit: Dynamic analysis with critical modeling aspects Maximum inter-story drift profile
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