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Time-domain dynamic constitutive model suitable for mucky soil site seismic response
Soil nonlinear behavior displays noticeable effects on the site seismic response. This study proposes a new functional expression of the skeleton...
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Deterministic Analysis Methods for Slope Seismic Dynamic Response
The seismic dynamic response analysis of slope engineering is an important part of the framework of slope seismic performance design and evaluation,...
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Static and Seismic Response of Deep Spherical Cavities
An analytical solution is derived for a supported deep spherical cavity, and for the following scenarios: static loading with far-field vertical and...
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Effects of soil spatial variability on the seismic response of multi-span simply-supported highway bridges
Soil exhibits inherent spatial variability, creating a significant source of uncertainty in geotechnical assessments. This variability becomes...
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Seismic response analysis of RC framed buildings on geo-reinforced soil
Geotechnical seismic isolation is a recently emerged isolation technique to prevent the damaging effects of the earthquake on the building structures...
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Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges
In recent years, increasing attention has focused on seismic performance of long-span continuous rigid-frame bridges (CRFBs) under near-fault...
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The Response of Sandy and Clayey Soils to Weak and Strong Seismic Motions
Abstract —The response of sandy and clay subsurface soils, representing classes of non-cohesive and cohesive soils, during seismic motion of various...
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Regional seismic response assessment using indicator buildings
This paper introduces a framework to estimate the seismic response of buildings at a regional scale by using representative indicator buildings . A...
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Generalized response displacement methods for seismic analysis of underground structures with complex cross section
The response displacement method (RDM) is recommended for the seismic analysis of underground structures in the transverse direction for many codes,...
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Seismic response of elevated steel tanks equipped with the seesaw system
Aim of this paper is to investigate the effectiveness of the seesaw system in mitigating the seismic response of elevated steel tanks for water...
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Seismic response of low-rise buildings with eco-rubber geotechnical seismic isolation (ERGSI) foundation system: numerical investigation
The 2010–2011 Canterbury Earthquake Sequence caused extensive damage to over 6000 residential buildings in Christchurch and highlighted an urgent...
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Nonlinear Seismic Site Response Analysis of Shallow Sites in Dhanbad City, Jharkhand, India
The understanding of the amplification of seismic waves due to local soil deposits is critical to assessing the ground-level seismic hazards in any...
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Analysis of ground response and potential seismic damage to sites surrounding Cimandiri Fault, West Java, Indonesia
Cimandiri Fault in West Java is one of the active faults in West Java, Indonesia. The activity of the fault could potentially result in damage to the...
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Characteristics of orthorhombic anisotropic seismic response induced by horizontal in situ stress in vertical transversely isotropic media
Sedimentary strata typically exhibit the characteristics of transverse isotropy (VTI) with a vertical axis of symmetry. However, fractures in...
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Towards estimating higher-mode effects on the seismic response of tall-buildings
In this paper, the dynamic response of two 21-story buildings was studied to assess the influence of higher modes in their structural performance....
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Seismic response characteristics of nuclear island structure at generic soil and rock sites
The number of traditionally excellent coastal lithologic nuclear power plants is limited. It is a trend to develop nuclear power plants on soil sites...
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Non-linear soil-structure interaction effect on the seismic response of a building
In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and dam** characteristics of the soil as well as the...
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Seismic response comparison and sensitivity analysis of pile foundation in liquefiable and non-liquefiable soils
Case history investigations have shown that pile foundations are more critically damaged in liquefiable soils than non-liquefiable soils. This study...
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Effect of Variabilities in Motion Characteristics and Bedrock Depth on Seismic Ground Response Assessment
The half-space depth significantly affects the seismic ground response by influencing a particular site's amplification and attenuation...