Extending the concept of energy-based pushover analysis to assess seismic demands of asymmetric-plan buildings

The energy-based pushover analysis was developed in previous studies to address the issues regarding the distortion of capacity curve in conventional pushover procedures. Despite the conceptual superiority of an energy-based approach, its application is currently restricted to 2D structures. This st...

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Bibliographic Details
Published in:Soil dynamics and earthquake engineering (1984) 2017-02, Vol.93, p.29-41
Main Authors: Soleimani, S., Aziminejad, A., Moghadam, A.S.
Format: Article
Language:English
Subjects:
Analysis
Aseismic buildings
Asymmetric-plan building
Asymmetry
Bidirectional seismic excitation
Buildings
Earthquake construction
Energy
Energy-based pushover
Estimating
Higher modes effect
Lateral loads
Multimode nonlinear static analysis
Nonlinear analysis
Nonlinear response
Seismic activity
Seismic analysis
Seismic engineering
Seismic phenomena
Seismic response
Shear strength
Shear wall structures
Strength and stiffness eccentricity
Torsion
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Summary:The energy-based pushover analysis was developed in previous studies to address the issues regarding the distortion of capacity curve in conventional pushover procedures. Despite the conceptual superiority of an energy-based approach, its application is currently restricted to 2D structures. This study aims to extend the concept of this approach to asymmetric-plan buildings and bidirectional seismic excitation. For this purpose, a new energy-based multimode pushover analysis is developed. The overall procedure is quite similar to the well-known Modal Pushover Analysis (MPA). In contrast, however, the work done by lateral loads and torques here is used in preference to displacement of the roof center as an index to establish capacity curves. The efficiency of the proposed procedure is evaluated through seismic assessment of a set of one-way asymmetric (asymmetric around one axis) RC shear wall buildings. The results are compared with those of the MPA, ASCE41-13 pushover procedure, and the nonlinear response history analysis as a benchmark solution. Findings show that the proposed procedure can provide more accurate results than the MPA and ASCE41-13 procedures, in estimating the structural demands such as wall-hinge rotations and drift ratios.
ISSN:0267-7261
1879-341X
DOI:10.1016/j.soildyn.2016.11.014