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Incremental modified pushover analysis

The Structural Design of Tall and Special Buildings, 2008
AbstractThe recently developed Incremental Dynamic Analysis (IDA) requires nonlinear time history analyses at different levels of intensity of an ensemble of ground motions, which is time‐consuming due to the high computational efforts involved. In the current study, a simplified method named as Incremental Modified Pushover (IMP) is developed and ...
Hossein Azimi   +2 more
openaire   +1 more source

Pushover Analysis: Proposals for Modification

Structural Engineering International, 2009
Estimating earthquake-induced response, both in elastic and post-elastic range, with adequate precision is a major challenge to performance-based seismic design. A simple effective method known as pushover analysis amenable to be exercised in routine design is gaining popularity in the recent times.
Sekhar Chandra Dutta   +3 more
openaire   +1 more source

Applicability of Modal Pushover Analysis on Bridges

Advanced Materials Research, 2011
Taking one irregular continuous bridge as an example, modal pushover analysis (MPA) has been conducted to judge whether it would be applicable for seismic analysis of irregular bridge structures. The bridge’s seismic demand in the transverse direction has been determined through two different methods, inelastic time history analysis (ITHA) and MPA ...
Biao Wei, Qing Yuan Zeng, Wei An Liu
openaire   +1 more source

Lateral load pattern in pushover analysis

Earthquake Engineering and Engineering Vibration, 2003
The seismic capacity curves of three types of buildings including frame, frame-shear wall and shear wall obtained by pushover analysis under different lateral load patterns are compared with those from nonlinear time history analysis. Based on the numerical results obtained a two-phase load pattern; an inverted triangle (first mode) load pattern until ...
Sun Jingjiang   +3 more
openaire   +1 more source

Pushover procedure for seismic analysis of buildings

Progress in Structural Engineering and Materials, 1998
AbstractThis article is a state‐of‐the‐art review of the simplified inelastic analytical procedure commonly referred to as the ‘pushover analysis’ to estimate the seismic response of buildings. The basic steps of a pushover analysis are outlined. The choices available to users in each step are discussed and past studies involving the pushover procedure
W K Tso, A S Moghadam
openaire   +1 more source

Modal Pushover Analysis for Unsymmetric Buildings

Structures Congress 2005, 2005
The modal pushover analysis (MPA) procedure for estimating seismic demands is extended to unsymmetric-plan buildings. In the MPA procedure, the seismic demand due to individual terms in the modal expansion of the effective earthquake forces is determined by nonlinear static analysis using the inertia force distribution for each mode, which for ...
Rakesh K. Goel, Anil K. Chopra
openaire   +1 more source

Pushover Analysis of GFRP Pultruded Frames

Mechanics of Composite Materials, 2015
Results of a pushover analysis of GFRP pultruded frames aimed at the evaluation of their overall ductility are presented. It is assumed that the dissipation capacity of the frame structures is concentrated in joints due to their nonlinear behavior induced by progressive damage, while a brittle-elastic behavior is assumed for frame members. A two-storey
CASALEGNO, CARLO, RUSSO, SALVATORE
openaire   +2 more sources

Multimodal Pushover Analysis for R.C. Bridges

Applied Mechanics and Materials, 2015
In recent years, Italian technical-scientific community has increased its interest on the evaluation of the seismic response of existing structures. Among this wide range of structures, reinforced concrete bridges stand out for their strategic relevance and technical complexity.
CRESPI, PIETRO GIUSEPPE   +2 more
openaire   +1 more source

STATE-DEPENDENT SEISMIC FRAGILITY VIA PUSHOVER ANALYSIS

2020
Earthquakes are clustered in space and time. This means that structures in seismically active regions can be subjected to multiple consecutive instances of base acceleration, with insufficient in-between time for repair operations to take place. In such situations, buildings may experience degradation of their lateral-force-resisting capacity due to ...
Orlacchio M.   +2 more
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Extreme Modal Combinations for Pushover Analysis of RC Buildings

Key Engineering Materials, 2013
The pushover method is a practical procedure for comprehensive nonlinear analysis of structures subjected to seismic action. Application of this method, in accordance with the Eurocode 8 rules and due to engineering simplicity, favours application utilizing the first mode.
Balić, Ivan   +2 more
openaire   +2 more sources

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