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Published in 2017 at "Bulletin of Earthquake Engineering"
DOI: 10.1007/s10518-017-0132-8
Abstract: A quick and accurate estimate of the seismic demand of tall buildings is one of the important issues in the seismic evaluation of buildings. Nonlinear response time history analysis method (NLRHA) is considered as the most…
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Keywords:
pushover;
analysis;
method;
tall buildings ... See more keywords
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Published in 2017 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2017.09.025
Abstract: Abstract The aim of this study is to correlate the seismic performance of a real RC frame structure at different seismic demand levels with the separation gap that would be inadequate against pounding with an…
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Keywords:
gap;
story;
column;
inter story ... See more keywords
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Published in 2018 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2018.03.043
Abstract: Abstract Although many advanced pushover-based models have been developed for the fast prediction of seismic demand of tall buildings, most of these models are only focused on the analysis of moment-resisting frame structures. The seismic…
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Keywords:
wall frame;
seismic demand;
frame;
analysis ... See more keywords
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Published in 2020 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2019.109899
Abstract: Abstract This study proposes an update on the criteria that are typically used to select the optimal intensity measures (IMs) for development of probabilistic seismic demand models (PSDMs), which relate the input seismic hazard and…
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Keywords:
seismic demand;
optimal intensity;
probabilistic seismic;
demand models ... See more keywords
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Published in 2021 at "Structures"
DOI: 10.1016/j.istruc.2021.07.040
Abstract: Abstract Seismic performance evaluations of offshore platforms are of socio-economic importance, but could be more reliable in scope if probabilistic methods are employed. Probabilistic seismic demand models (PSDMs) for fixed pile-founded offshore platforms in the…
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Keywords:
seismic demand;
probabilistic seismic;
fixed pile;
pile founded ... See more keywords
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Published in 2019 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2019.02.012
Abstract: Abstract In performance-based earthquake engineering, probabilistic seismic demand models of structures are essential components that provide probabilistic estimates of earthquake-induced demands as a function of a variable(s) called the ground motion intensity measure (IM). Uncertainties…
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Keywords:
seismic demand;
ground;
probabilistic seismic;
order ... See more keywords
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Published in 2021 at "Journal of Structural Engineering"
DOI: 10.1061/(asce)st.1943-541x.0003216
Abstract: AbstractThis paper presents a probabilistic framework for estimating the time-variant seismic fragility of high-rise buildings under carbonation-induced corrosion with a multiple damage model. A 42...
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Keywords:
fragility;
high rise;
probabilistic seismic;
rise buildings ... See more keywords
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Published in 2021 at "Nuclear Science and Engineering"
DOI: 10.1080/00295639.2021.1920796
Abstract: This study presents the Probabilistic Seismic Demand Model (PSDM) and explores optimal intensity measures (IMs) for nuclear power plant (NPP) equipment when subjected to ground motions having high-...
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Keywords:
equipment subjected;
npp equipment;
probabilistic seismic;
seismic demand ... See more keywords
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Published in 2017 at "Canadian Journal of Civil Engineering"
DOI: 10.1139/cjce-2017-0043
Abstract: A probabilistic seismic demand model that relates ground motion intensity measures (IMs) to the structural demand measures is a useful tool for reliability analysis of structures. It is common to utilize the scalar seismic parameters…
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Keywords:
seismic demand;
ground motion;
demand model;
demand ... See more keywords
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Published in 2021 at "Canadian Journal of Civil Engineering"
DOI: 10.1139/cjce-2020-0059
Abstract: The effect of inelastic response of the soil-foundation interface is explored on the seismic demand of structures attached on top of shallow foundations. An ensemble of 20 strong ground motions rec...
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Keywords:
soil foundation;
response;
soil;
seismic demand ... See more keywords
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Published in 2020 at "Steel and Composite Structures"
DOI: 10.12989/scs.2020.37.2.151
Abstract: This paper aims to probabilistically evaluate performance of two types of I beam to box column (IBBC) connection. With the objective of considering the variability of seismic loading demand, statistical features of the inter-story drift…
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Keywords:
seismic demand;
ibbc connection;
study;
local seismic ... See more keywords