The development of controlled damage mechanisms-based design method for nonlinear static pushover analysis [PDF]
This paper presents the original method of controlled building damage mechanisms based on Nonlinear Static Pushover Analysis (NSPA-DMBD). The optimal building damage mechanism is determined based on the solution of the Capacity Design Method (CDM), and the response of the building is considered in incremental situations.
Mladen Cosic, Stanko Brcic
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Evaluation of Reduction Factors for Vertically Irregular RC Frames: Conventional vs. Adaptive Pushover Analysis [PDF]
The significant computational demand of Nonlinear Time-History Analysis (NTHA) often leads seismic design practitioners to opt for the more efficient Nonlinear Static Pushover Analysis.
M. Soliman +3 more
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Nonlinear static "pushover" analysis of multi-storey reinforced concrete building
Contemporary structural design implies the nonlinear behaviour of ductile structural elements for the design of seismic actions, which implies the application of nonlinear analysis. Pushover analysis evaluates the seismic performance of the structure and combines the behavior of bearing and non-bearing elements thus forming a description of the overall
Janićijević, Marijana +4 more
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IMPAβ: Incremental Modal Pushover Analysis for Bridges [PDF]
In the present study, the incremental modal pushover analysis (IMPA), a pushover-based approach already proposed and applied to buildings by the same authors, was revised and proposed for bridges (IMPAβ). Pushover analysis considers the effects of higher
Alessandro Vittorio Bergami +4 more
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A plastic hinge method for static pushover analysis of 3D frame structures
In this paper, a nonlinear elasto-plastic analysis method under incremental external loads is presented to determine static pushover curves of 3D frame structures. Geometric nonlinearity is taken into account with stability functions, and the nonlinear behaviour of material is considered by plastic hinge hypothesis.
Erdem Damcı +2 more
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This study is part of an ongoing study on the reliability of static pushover analysis at Petra Christian University. In this study two open frame buildings, five and ten story with re-entrant corner, are designed in accordance with the proposed ...
Iksan Gunawan +2 more
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Incremental modal pushover analysis (IMPA) for bridges [PDF]
In recent years, many research activities were undertaken to develop a reliable and practical analysis procedure to identify the safety level of existing structure.
Nuti C. +3 more
core +1 more source
Seismic damage of Daikai station and tunnel based on quasi-static pushover analysis
At present, the researches on the seismic damage of Daikai station and tunnel are mostly focused on dynamic time history analysis. However, they are characterized by a complicated modeling process and low calculation efficiency.
XU Zi-gang 1, XU Cheng-shun 2, DU Xiu-li 2, WU Ye 2
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Comparison of nonlinear static analysis of Iranian standard 2800 with ASCE/SEI 41-13 in intermediate MRF RC buildings [PDF]
One of the simplified methods, which is progressing and completing every day, is a nonlinear static analysis that can directly evaluate the performance of a structure in any limit state and provide information about the nonlinear behavior of the ...
Bahador Habibi PourZare +2 more
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A New Method for Drawing the Capacity Spectrum for Seismic Analysis and Structural Rehabilitation [PDF]
A review of previous studies shows that there are two general views on how to determine demand in structures through incremental nonlinear static analysis. In the first view, multi-modal methods are used to determine demand in structures.
Ali Golafshar +2 more
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