Results 21 to 30 of about 2,089,094 (303)
An Investigation of Soil Profile Depth Change on Site Response Analysis
The updated Turkish seismic code “Building Earthquake Regulations-2018 (TBDY-2018)” includes radical changes in many aspects such as peer review and the earthquake hazard map hence, it brings new conditions into practical engineering.
Fatma İlknur KARA, Barış Şahin
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This paper is aimed at serving the needs of structural engineering designers of an important structure (or a group of structures located on the same site) who is seeking guidance on how to obtain accelerograms and/or derive response spectra that ...
Yiwei Hu +4 more
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Functional analysis of sites within PCSK9 responsible for hypercholesterolemia [PDF]
Mutations within proprotein convertase subtilisin/kexin type 9 (PCSK9) are associated with dominant forms of familial hypercholesterolemia. PCSK9 binds the LDL receptor (LDLR), and addition of PCSK9 to cells promotes degradation of LDLR. PCSK9 mutant proteins associated with hypercholesterolemia (S127R and D374Y) are more potent in decreasing LDL ...
Shilpa Pandit +10 more
openaire +3 more sources
It was known that building damage caused by earthquakes depends not only on the physical characteristics of the earthquake but also on the characteristics of the soil.
Ali SİLAHTAR
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Comparison of 1-D seismic site response analysis tools for layered liquefiable deposits at an offshore windfarm site [PDF]
Various offshore wind farms have been proposed in the Taiwan strait with a long-term target of installing 4.2 gigawatts by 2030. The proposed projects will be in areas with various known faults and areal seismic sources which should be accounted for in ...
Yu Hao, Ntambakwa Eric, Mendes Bruno
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Seismically induced soil liquefaction has been documented after the M7.8, 2016 Pedernales earthquake. In the city of Jama, the acceleration recorded by soil amplification yielded 1.05 g with an intensity of VIII to IXESI-07.
Diego Avilés-Campoverde +6 more
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Surface ground motion produced by underground blasts is significantly influenced by near-surface geological conditions. However, near-surface low-propagation velocity layers were always ignored in past analyses of ground motions due to their thin ...
Yonggang Gou +4 more
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Expansion of a static analysis-based out-of-plane maximum inelastic seismic response estimation method for steel arch bridges to in-plane response estimation [PDF]
We have previously proposed a static analysis-based method for estimating the maximum out-of-plane inelastic seismic response of upper-deck steel arch bridges.
Cetinkaya, Osman Tunc +2 more
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In this study, site-specific earthquake spectra for Bitlis province in Lake Van Basin has been obtained. It is noteworthy that, in probabilistic seismic hazard assessment, as a first stage data from geological studies and records from the instrumental ...
Ercan Işık, Mustafa Kutanis
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A static analysis-based method for estimating the maximum out-of-plane inelastic seismic response of steel arch bridges [PDF]
This paper presents a method for estimating the maximum inelastic out-of-plane seismic response of upper-deck steel arch bridges. The method employs the equal-energy assumption to predict the maximum response without the need for dynamic response ...
Cetinkaya, Osman Tunc +2 more
core +1 more source

