Journal Article10.1002/TAL.1625
Combination model for conventional pushover analysis considering higher mode vibration effects
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About: This article is published in Structural Design of Tall and Special Buildings. The article was published on 25 Aug 2019. The article focuses on the topics: Vibration & Mode (statistics).
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Citations
A simplified normalized multi-mode nonlinear static procedure (NMP) for seismic performance evaluation of building structures
TL;DR: In this article, a simplified multi-mode nonlinear static procedure based on normalizing the deformation demands (called NMP) for estimating the seismic demands of structures with significant higher mode effects is presented.
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Shaking table test of a supertall building with hinged connections connecting a gravity load resisting system to a lateral force resisting system
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Seismic Performance of a High-Rise Building by Using Linear and Non-Linear Methods
Özlem Çavdar
- 04 Aug 2021
TL;DR: In this paper, the seismic behavior of existing reinforced concrete tall building is investigated by the linear and nonlinear dynamic analysis, and a performance analysis according to the TBEC-2018 in a 41-story reinforced concrete shear wall-framed structure in Istanbul where active fault lines are located.
Non-Linear Behavior of Reinforced Concrete Frame Structure with Vertical Irregularities
TL;DR: In this article , the authors proposed a 2D reinforced concrete frame with three models with variations of vertical irregularity and analyzed the nonlinear behavior of reinforced concrete frames with vertical irregularities through the pushover method using SAP2000 software.
References
Seismic Design of Reinforced Concrete and Masonry Buildings
T. Paulay,M. J. N. Priestly +1 more
- 27 Mar 1992
TL;DR: In this paper, the causes and effects of earthquakes: Seismicity, Structural Response, Seismic Action, and Seismical Action in Member Design principles of member design.
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A modal pushover analysis procedure for estimating seismic demands for buildings
Anil K. Chopra,Rakesh K. Goel +1 more
TL;DR: In this paper, an improved pushover analysis procedure based on structural dynamics theory, which retains the conceptual simplicity and computational attractiveness of current procedures with invariant force distribution, is presented. But, the MPA procedure is not accurate enough for practical application in building evaluation and design.
Pros and cons of a pushover analysis of seismic performance evaluation
TL;DR: In this paper, the authors summarize basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which pushover will provide adequate information and, perhaps more importantly, identify cases in which the prediction will be inadequate or even misleading.
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Observed Stress‐Strain Behavior of Confined Concrete
TL;DR: In this article, a nearly full-size reinforced concrete columns, of circular, square, or rectangular wall cross section, and containing various arrangements of reinforcement, were loaded concentrically with axial compressive strain rates of up to 0.0167/s.
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