Transcription of SEISMIC LOAD ANALYSIS - Memphis
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SEISMIC LOAD ANALYSIS - Memphis
SEISMIC Load ANALYSIS 9 - 1 Instructional Material Complementing FEMA 451, Design ExamplesSEISMIC LOAD ANALYSISS eismic Load ANALYSIS 9 - 2 Instructional Material Complementing FEMA 451, Design ExamplesTopic Objectives Selection of method of ANALYSIS Description of ANALYSIS techniques Modeling considerations System regularity Load combinations Other considerations Drift computation and acceptance criteria P-delta effectsSeismic Load ANALYSIS 9 - 3 Instructional Material Complementing FEMA 451, Design ExamplesLoad ANALYSIS Procedure(ASCE 7, NEHRP Recommended Provisions)1. Determine building occupancy category (I-IV)2. Determine basic ground motion parameters (SS, S1)3. Determine site classification (A-F)4. Determine site coefficient adjustment factors (Fa, Fv)5. Determine design ground motion parameters (SdS, Sd1)6. Determine SEISMIC design category (A-F)7. Determine importance factor8. Select structural system and system parameters (R, Cd, o) SEISMIC Load ANALYSIS 9 - 4 Instructional Material Complementing FEMA 451, Design ExamplesLoad ANALYSIS Procedure(Continued)9.
force resisting systems are steel or composite braced frames or are shear walls. • Diaphragms in one- and two-family residential buildings may be considered FLEXIBLE. • Concrete slab or concrete filled metal deck diaphragms are considered RIGID if the width to depth ratio of the diaphragm is less than 3 and if no horizontal irregularities ...
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