Results 201 to 210 of about 25,251,372 (252)
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Multi directional pushover analysis of irregular masonry buildings without box behavior
, 2019This paper proposes the use of multiple nonlinear static analyses for the seismic assessment of irregular masonry buildings without box behavior. The methodology consists in executing a series of sequential pushover analyses on the spatial model of the ...
P. Kalkbrenner, L. Pelà, C. Sandoval
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Applicability of Modal Pushover Analysis on Bridges
Advanced Materials Research, 2011Taking 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
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Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2019
A computational method which uses the nonlinear adaptive static (pushover) analysis to evaluate the static force-deformation response of a planar moment resisting frame (MRF) is presented.
Konstantinos A. Skalomenos +1 more
semanticscholar +1 more source
A computational method which uses the nonlinear adaptive static (pushover) analysis to evaluate the static force-deformation response of a planar moment resisting frame (MRF) is presented.
Konstantinos A. Skalomenos +1 more
semanticscholar +1 more source
Journal of earthquake engineering, 2019
A modification procedure on the standard pushover analysis for single-story asymmetric RC buildings, based on the “Capable Near Collapse Principal Reference System”, has been proposed recently.
A. Bakalis, T. Makarios
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A modification procedure on the standard pushover analysis for single-story asymmetric RC buildings, based on the “Capable Near Collapse Principal Reference System”, has been proposed recently.
A. Bakalis, T. Makarios
semanticscholar +1 more source
Combination model for conventional pushover analysis considering higher mode vibration effects
The Structural design of tall and special buildings, 2019This paper aims to propose a combination model for conventional pushover analysis with invariant lateral load patterns to consider the effects of higher mode vibrations on the seismic responses of high‐rise buildings.
Minsheng Guan +4 more
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Pushover Analysis of Pile-Supported Bridge Piers
Advanced Materials Research, 2013According to Japan Railway seismic design code, truss finite element model is established considering the pile components and foundation nonlinear finite element model in this paper, an analysis on the ultimate horizontal bearing capacity of bridge pile foundation of passenger dedicated line is made and the results of m-method calculation are compared.
Chang Feng Wang, Yi Jun Bao
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Pushover analysis of confined masonry walls using a 3D macro-modelling approach
, 2019This paper shows a novelty way to simulate the nonlinear behaviour of confined masonry walls subjected to in-plane lateral loading by using a 3D macro-modelling approach.
Jhair Yacila +3 more
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Analyzing the damage index of steel plate shear walls using pushover analysis
Structures, 2019Different damage indices have been introduced in recent years to predict the damage to structures, each of which uses different parameters for modeling the damage to the buildings.
Ghasem Pachideh +2 more
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Parametric Pushover Analysis on Elevated RC Pile-Cap Foundations for Bridges in Cohesionless Soils
Journal of Bridge Engineering, 2019For bridges under seismic excitations, current design practices recommend to comply with the capacity protection principle for pile foundations. However, in cases, such as elevated (or scoured) RC pile-cap foundation typologies that are partially ...
G. Blanco +3 more
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Assessment of proposed lateral load patterns in pushover analysis for base-isolated frames
Engineering structures, 2018The effectiveness of two proposed lateral load patterns (LLPs) to estimate the seismic demands of base-isolated building frames by the pushover analysis (POA) is assessed by comparing their estimates with the benchmark responses obtained by the nonlinear
M. Bhandari +3 more
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