نتایج جستجو برای: static nonlinear pushover analysis

تعداد نتایج: 3060267  

2006
Santiago Naranjo

This paper presents a simple method to calculate pushover curves for asymmetric structure with displacement-dependent passive energy dissipation devices (DDPEDDs). The method analyzes the deformation of a symmetric structure in translation and in torsion. These results are then combined in order to calculate the pushover curve for an asymmetric structure with DDPEDDs. The numerical results obta...

        Sensitivity analysis of structures considering their nonlinear behavior has recently been an important process in optimal design of them based on new design concepts such as Performance-Based Design (PBD). The main objective of this research is to develop an efficient and applicable method for nonlinear sensitivity analysis of Reinforcement Concrete Moment Resisting Frames (RCMRF) accou...

Journal: :مهندسی سازه 0
محمدعلی لطف الهی یقین رامین تقی نژاد

in recent years, seismic evaluation and vulnerability of the existing buildings, that have been designed based on an earlier seismic design code or designed without seismic design criteria, has been very important. in this paper, the seismic evaluation and vulnerability of concrete buildings, using an old 5- story building with shear walls as an example has been discussed. for this building, fi...

Journal: :civil engineering infrastructures journal 0
mussa mahmoudi shahid rajaee teacher training university seyed mohammad reza mortazavi shahid rajaee teacher training university saeid ajdari shahid rajaee teacher training university

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 wall structures with various length/depth ratios of spandrel beams. the effect of diagonal reinforcement of spandrel beam was also evaluated o...

Journal: :The University of Danang - Journal of Science and Technology 2022

This paper aims to first present a review of studies on numerical modeling and seismic response analysis above ground steel liquid storage tanks. On that basis, procedure for estimating dynamic parameters associated with simplified models anchored unanchored conditions together calculation methods responses damage states tanks are presented. In which, the nonlinear behavior bottom plate in case...

Journal: :Jurnal Teknik Sipil 2022

Indonesia is a country that prone earthquakes. Therefore, knowledge of earthquake-resistant building construction needed in reducing the risk damage caused by There are several methods planning, one which pushover analysis method. Pushover nonlinear static method structure subjected to gravity loading and displacement-controlled lateral loads continue increase through elastic inelastic behavior...

In the present paper, the focus is on the evaluation of steel dual-system frame buildings using four main types of structural analysis (Linear Static, Linear Dynamic, Nonlinear Static and Nonlinear Dynamic Analyses) with regard to "Seismic Rehabilitation Code for Existing Buildings in Iran" (based on FEMA 273 and 356) where the first two authors of the article tend to follow the previous work (...

Hosein Naderpour, M. T. Braz-César R. C. Barros S.M. Khatami

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 methodology for the seismic analysis of these structures. A preliminary investigation is presented on a pushover analysis used for the seismic perf...

H. Naderpour, M. T. Braz-César R. C. Barros S.M. Khatami

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 methodology for the seismic analysis of these structures. A preliminary investigation is presented on a pushover analysis used for the seismic perf...

2016
A. J. Kappos V. K. Papanikolaou

A large part of the building stock in seismic-prone areas worldwide are masonry structures that have been designed without seismic design considerations. Proper seismic assessment of such structures is quite a challenge, particularly so if their response well into the inelastic range, up to local or global failure, has to be predicted, as typically required in fragility analysis. A critical iss...

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