AI SearchA comparative study of the response of frame, shear wall, and outrigger structural systems with core wall to lateral loads on mid-rise buildings
Call Number: AIT Thesis no.ST-17-15 Material type:
SeriesSeries: Asian Institute of Technology. Thesis ; no. ST-17-15Publication details: Pathum Thani, Thailand : Asian Institute of Technology, 2017Description: 56 leaves : ill. + 1 online resourceSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 2017 Summary: A comparative study is carried out to examine the behavior of different structural systems under seismic loads and wind loading in medium rise buildings. The structural systems analyzed in the case study include Moment resisting Frame with shear wall, Shear wall with Flat plate and Outrigger system with shear wall .The structures are analysis and Modelled in commercial software ETabs. Response spectrum analysis is carried out for seismic load and linear static analysis is carried out for wind load. The consideration were made according to ASCE 7-10.The design of section members were made according to ACI 318-14. The effectiveness of Wall-Frame structure has been analyzed by varying the location of shear walls while Outrigger is analyzed by altering the different location in different cases. The parameters considered for analyzing the structural response of structural systems subjected to seismic loads and wind loading are lateral drift, base shear force and structural time period, Displacement, Shear force on core and Moment on core.
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A research submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology
Thesis (M.Eng.) - Asian Institute of Technology, 2017
A comparative study is carried out to examine the behavior of different structural systems under seismic loads and wind loading in medium rise buildings. The structural systems analyzed in the case study include Moment resisting Frame with shear wall, Shear wall with Flat plate and Outrigger system with shear wall .The structures are analysis and Modelled in commercial software ETabs. Response spectrum analysis is carried out for seismic load and linear static analysis is carried out for wind load. The consideration were made according to ASCE 7-10.The design of section members were made according to ACI 318-14. The effectiveness of Wall-Frame structure has been analyzed by varying the location of shear walls while Outrigger is analyzed by altering the different location in different cases. The parameters considered for analyzing the structural response of structural systems subjected to seismic loads and wind loading are lateral drift, base shear force and structural time period, Displacement, Shear force on core and Moment on core.
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