Results 71 to 80 of about 332 (177)
APPLICATION OF DIFFERENT SEISMIC ANALYSES TO RC STRUCTURES [PDF]
e-GFOS, 2018 Static and dynamic methods of nonlinear seismic analysis for reinforced concrete non-seismic buildings are presented in this paper. The ICONS experimental model was used on a reinforced concrete four-story frame with three bays, which was calibrated with
Nikolina Karakaš +2 more
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Modelling in Civil Environmental EngineeringThis study analyzes the displacement demands of a 10-story reinforced concrete (RC) building with shear walls, designed according to the P100/81 seismic code.
Platon Mihai
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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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Nonlinear static analysis of a pile-supported wharf
Revista IBRACON de Estruturas e Materiais, 2019 The aim of this paper is to carry out a nonlinear static analysis using a case study of a pile-supported wharf in a new oil tankers port. The seismic activity in this area is very intense with the peak ground acceleration of 0.55 g; for this reason, it ...
E. ZACCHEI, P. H. C. LYRA, F. R. STUCCHI
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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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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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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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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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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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