Results 81 to 90 of about 344 (169)
Assessment of nonlinear static (pushover) analysis procedures using field experience
, 2020 Recently, many nonlinear analysis procedures have been proposed for earthquake response determination of the structures. Although, the nonlinear response history analysis (NRHA) is accepted as the most accurate source of information for nonlinear seismic response, nonlinear static procedures (NSP) may also provide reasonable estimates of seismic demand
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Jurnal Teknik Sipil dan LingkunganJakarta, which is close to the earthquake path, has a high potential for seismic hazards, so building structures must be designed to withstand earthquakes. The X Building, located in West Jakarta, is expected to have an earthquake-resistant structure, evaluated using pushover analysis.
Nafisha Faradhilla +2 more
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Boundary condition effect on response modification factor of X-braced steel frames
HBRC Journal, 2018 Design of the structures to resist seismic force depends on the theory of dissipation in elastic energy that already exists in response modification factor “R-factor”.
Walid A. Attia, Masood M.M. Irheem
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MEDIA KOMUNIKASI TEKNIK SIPILOne of the regions with high earthquake vulnerability is Java Island. The Sabilulungan 99 Tower, located in Bandung Regency, is a tower with a reinforced concrete structure that features a moment-resisting frame system. The structure's period is 2.6 seconds.
Erizal Erizal +2 more
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Using full bridge model to develop analytical fragility curves for typical concrete bridge piers
Građevinar, 2018 This study shows the effect of various numerical models on the development of analytical fragility curves for bridge piers. Two distinct models are compared: model with a single degree of freedom, and the proposed full bridge model.
Nadjib Hemaidi Zourgui +2 more
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Simplified Performance Based Nonlinear Static Evaluation of Existing Building—N2 Method
BuildingsThe nonlinear static (pushover) procedure for estimating target displacement is incorporated in Annex B of Eurocode 8 and is commonly implemented through the N2 method, originally developed at the University of Ljubljana. While advanced nonlinear dynamic
Junaid Ahmed Siddiqui +3 more
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Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake
MATEC Web of Conferences, 2017 Progressive collapse is an initial local failure of the structural component and leading to the additional collapse of the building frames. This study investigated the vulnerability of four- and six-storey moment resisting concrete frame (MRCF) buildings
Mohamed Nazri Fadzli +3 more
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INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENTAccurately modelling shear behaviour in reinforced concrete (RC) structures is essential for seismic evaluation, as shear failure can lead to catastrophic outcomes. Current industry practices often emphasize nonlinear flexural analysis while underestimating the critical role of shear behaviour.
IYTHA AVINASH, Mr. Gollanolla Sudhakar
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مجله مدل سازی در مهندسی, 2012 Ever-increasing need of our country in studying rehabilitation of existing buildings and necessity of using applied analysis in these structures persuade us into searching in the area of effects which exist in analytical procedures. Recently, researchers have developed structures rehabilitation effectively.
غلامرضا Ghodrati Amiri +2 more
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Nonlinear analysis of reinforced concrete buildings with different heights and floor systems. [PDF]
Sci Rep, 2023 Abd-Elhamed A, Mahmoud S, Alotaibi KS.
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