Results 41 to 50 of about 25,251,372 (252)

Effect of joint rigidity on structural behavior of RC buildings [PDF]

open access: yesE3S Web of Conferences, 2021
Non-linear static analysis or pushover analysis is now-a –days generally preferred by many researchers to analyse the non-linear behaviour of the structure. Present study includes the effect of joint rigidity on the behaviour of the structure. A building
Spandana Kurelly   +3 more
doaj   +1 more source

Evaluation of Reduction Factors for Vertically Irregular RC Frames: Conventional vs. Adaptive Pushover Analysis [PDF]

open access: yesJES: Journal of Engineering Sciences
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
doaj   +1 more source

Damage capacity on RC structures using performance based analysis [PDF]

open access: yesE3S Web of Conferences, 2021
Performance based analysis is conducted on a structure to know the performance of building under severe earthquake loads with limited and well-distributed damage.
Spandana Kurelly   +3 more
doaj   +1 more source

An Energy Based Adaptive Pushover Analysis for Nonlinear Static Procedures [PDF]

open access: yesCivil Engineering Infrastructures Journal, 2016
Nonlinear static procedure (NSP) is a common technique to predict seismic demands on various building structures by subjecting a monotonically increasing horizontal loading (pushover) to the structure.
Mohsenali Shayanfar   +2 more
doaj   +1 more source

Long-Period Building Response to Earthquakes in the San Francisco Bay Area [PDF]

open access: yes, 2008
This article reports a study of modeled, long-period building responses to ground-motion simulations of earthquakes in the San Francisco Bay Area. The earthquakes include the 1989 magnitude 6.9 Loma Prieta earthquake, a magnitude 7.8 simulation of the ...
Aagaard, Brad T.   +2 more
core   +1 more source

Comparison of wind turbine tower failure modes under seismic and wind loads [PDF]

open access: yes, 2019
This paper studies the structural responses and failure modes of a 1.5-MW horizontal-axis wind turbine under strong ground motions and wind loading. Ground motions were selected and scaled to match the two design response spectra given by the seismic ...
Bitsuamlak, G.   +4 more
core   +1 more source

Pushover analysis of structures subjected to combined actions of earthquake and wind

open access: yes, 2020
This paper puts forward a framework to investigate the structural performance of buildings subject to the combined action of earthquakes and wind. The study uses a pushover analysis to determine strength capacities of low- and medium-rise concrete ...
Zijun Wang   +2 more
semanticscholar   +1 more source

Modified generalized pushover analysis for estimating longitudinal seismic demands of bridges with elevated pile foundation systems

open access: yesLatin American Journal of Solids and Structures
In longitudinal multi-mode pushover analysis of bridges with elevated pile foundation systems, the inelastic contributions of the second mode cannot be neglected. Generalized pushover analysis cannot be applied directly in this condition.
S. Cao, W. Yuan
doaj   +1 more source

Studi Perbandingan Kinerja Seismik Bangunan Struktur Baja dengan Menggunakan Pushover dan Time History

open access: yesTeras Jurnal: Jurnal Teknik Sipil
Abstrak   Suatu bangunan pasti selalu dihadapkan dengan risiko keruntuhan dan kerusakan struktur salah satunya oleh peristiwa gempa. Sejauh ini analisis pushover dan analisis time history merupakan dua pendekatan yang sering dilakukan dalam mengevaluasi
imam Abdullah, Novi Asniar, Dedi Budiman
doaj   +1 more source

Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part A: Steel Braced Frames [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2013
The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent convenience of using pushover ...
R. C. Barros   +3 more
doaj   +1 more source

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