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Nonlinear static analysis of a pile-supported wharf [PDF]
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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Comparison of nonlinear static analysis of Iranian standard 2800 with ASCE/SEI 41-13 in intermediate MRF RC buildings [PDF]
Journal of Structural and Construction Engineering, 2021 One of the simplified methods, which is progressing and completing every day, is a nonlinear static analysis that can directly evaluate the performance of a structure in any limit state and provide information about the nonlinear behavior of the ...
Bahador Habibi PourZare +2 more
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EJNMMI Research, 2021 Purpose The purpose of this study is to compare dynamic and static whole-body (WB) [18F]NaF PET/CT scan methods used for analysis of bone plasma clearance in patients with chronic kidney disease-mineral and bone disorder (CKD-MBD).
M. H. Vrist +4 more
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IMPA versus Cloud Analysis and IDA: Different Methods to Evaluate Structural Seismic Fragility
Applied Sciences, 2022 Well-known methods for seismic performance assessment, such as incremental dynamic analysis (IDA), multi-stripes analysis (MSA) and the cloud method, involve nonlinear response time-history analyses to characterize the relationship between the chosen ...
Carlotta Pia Contiguglia +3 more
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Seismic Evaluation of Frame with Belt Truss by Incremental Modified Pushover Analysis (IMPA) [PDF]
Journal of Structural and Construction Engineering, 2021 Nowadays, nonlinear static and dynamic analyses methods are rapidly expanding to evaluate the seismic performance of structures. Nonlinear dynamic analyses methods require a large amount of computations and are relatively time consuming.
Hamed Gholami Heidarabadi +2 more
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Numerical analysis of progressive collapse for reinforced concrete frames
Applied and Computational Mechanics, 2019 This research investigates numerically the potential failure of different framed structures after removal of a corner column. This study is directed towards the role of the joint above the removed column in terms of framed structures stability and ...
Abdelwahed B.
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The Effect of Spandrel Beam's Specification on Response Modification Factor of Concrete Coupled Shear Walls [PDF]
Civil Engineering Infrastructures Journal, 2016 Response modification factor (R factor) is one of the seismic design parameters to be considered in evaluating the performance of buildings during strong motions. This paper has tried to evaluate the response modification factor of concrete coupled shear
Mussa Mahmoudi +2 more
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Numerical Study of Progressive Collapse in Intermediate Moment Resisting Reinforced Concrete Frame Due to Column Removal [PDF]
Civil Engineering Infrastructures Journal, 2014 Progressive collapse is a chain reaction of failures propagating throughout a portion of the structure disproportionate to the original local failure occurring when a sudden loss of a critical load‐bearing element initiates a structural element failure ...
Seyed Mehdi Zahrai, Alireza Ezoddin
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Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art
مجلة النهرين للعلوم الهندسية, 2021 In this study, previous researches were reviewed in relation to the seismic evaluation and retrofitting of an existing building. In recent years, a considerable number of researches has been undertaken to determine the performance of buildings during the
Haider Ali Abass, Husain Khalaf Jarallah
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Static Wind Nonlinear Analysis of Iced Transmission Lines
IOP Conference Series: Earth and Environmental Science, 2021 Abstract The torsion of iced transmission line under the action of static wind will affect the configuration of its equilibrium state. This state is very critical for occur of the galloping. The beam element simulation method of iced transmission line is proposed. The stiffness matrix and mass matrix are derived, and the double nonlinear
Yi You +4 more
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