CASE STUDY: 40 STORY BRBF BUILDING LOS ANGELES - PEER

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Typical Member SizesTransverse Frame (Below 10 th Floor)Longitudinal Frame (Below 10 th Floor)16
LATBC-Performance Based Design• Wind and Gravity Design percode.• Seismic Design– Service level design• 2.5%-damped 25-year event• Essentially elastic behavior• Maximum drift of 0.005– MCE Verification• Nonlinear response history analysisused to verify adequacy for“collapse prevention” performance17
Page 1 and 2: INVESTIGATEDESIGNREHABILITATECASE S
Page 3 and 4: Building Description• Approximate
Page 5 and 6: Code Design - Contd.• Height limi
Page 7 and 8: Gravity LoadingDescription/Location
Page 9 and 10: Wind DesignParameterBasic Wind Spee
Page 11 and 12: Design Spectrum11
Page 13 and 14: Member Design• Member design perf
Page 15: Member Design• Accommodation of t
Page 19 and 20: LATBC Design - Findings• Member s
Page 21 and 22: LATBC Design - MCE Acceptance Crite
Page 23 and 24: PEER TBI- Performance “+”• Wi
Page 25 and 26: PEER TBI Design - MCE Story Drifts2
Page 27: Summary & Conclusions• Performanc

CASE STUDY: 40 STORY BRBF BUILDING LOS ANGELES - PEER

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