Evaluation of 2D concentrically braced frames with cylindrical dampers subjected to near-field earthquake ground motions [PDF]
Numerical Methods in Civil Engineering, 2020 Near field earthquakes have imposed major damage to buildings in the past years. In some cases, the intensity of such damage is too considerable to be disregarded.
M. Mirtaheri +4 more
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Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames [PDF]
Journal of Structural and Construction Engineering, 2015 Common methods analysis and design of structures are based according to elastic analysis and and reduction of earthquake forces. This reduction design load in the codes is done by the behavior factors.
Alireza Habibi, Reza gholami
doaj
Uncertainties in the Seismic Assessment of Historical Masonry Buildings
Applied Sciences, 2021 Seismic assessments of historical masonry buildings are affected by several sources of epistemic uncertainty. These are mainly the material and the modelling parameters and the displacement capacity of the elements.
Igor Tomić +2 more
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Probabilistic Analysis of RC Buildings Based on Incremental Dynamic Analysis
IOP Conference Series: Earth and Environmental Science, 2023 Abstract Earthquake is a natural disaster that can induce immense damage to properties and human lives. Fragility curve, defined as the probability of reaching or exceeding a specific damage state under an earthquake excitation, provides a prediction of damage that may occur during an earthquake.
Merin Mathews +2 more
openaire +1 more source
Advances in Civil Engineering, 2018 Base isolation is a widely accepted earthquake damage prevention technique. This method decouples the superstructure from the base by putting a flexible layer under each column, thereby elongating the time period of structures.
Mohammad Parsaeimaram +3 more
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Selection of appropriate intensity measure for collapse capacity prediction of low to mid-rise steel special moment resisting frames [PDF]
Journal of Structural and Construction Engineering, 2017 A parameter that quantitatively represents the strength of a ground motion is called Intensity Measure (IM). The value of an IM for a given hazard level is the output parameter of Probabilistic Seismic Hazard Analysis (PSHA) which is used in structural ...
Hamid Reza Jamshidiha +2 more
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Seismic performance of moment frames under multiple fling-step pulse ground motions
Jurnal Ilmiah SINERGI, 2022 The displacement fling-step pulse seldom signatures near-field earthquake in its ground motions. It is well recognized that the near-field ground motion with velocity pulse amplifies the building drift larger than the regular ground motion.
Ade Faisal +3 more
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Scalar and vector-valued fragility analysis of typical Algerian RC bridge piers
Građevinar, 2023 This paper presents and discusses an approach for performing scalar and vector vulnerability assessments of typical Algerian RC bridge piers. Across incremental dynamic analysis, the seismic response was calculated while considering 60 seismic ground ...
Fouad Kehila +2 more
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Numerical Simulation of Unreinforced Masonry Buildings with Timber Diaphragms
Buildings, 2021 Though flexible diaphragms play a role in the seismic behaviour of unreinforced masonry buildings, the effect of the connections between floors and walls is rarely discussed or explicitly modelled when simulating the response of such buildings.
Igor Tomić +3 more
doaj +1 more source
Buildings, 2023 This study presents the performance-based seismic assessment of low-rise reinforced concrete archetype buildings, considering repair costs for ordinary moment-resistant frames (OMF) and dual systems consisting of OMF plus special shear walls (SSW ...
Juan Patricio Chicaiza-Fuentes +1 more
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