نتایج جستجو برای: seismic site response

تعداد نتایج: 1328738  

Journal: :international journal of civil engineering 0
m. biglari civil engineering department, school of engineering, razi university, kermanshah, iran, p. o. box: 67149-67346 i. ashayeri civil engineering department, school of engineering, razi university, kermanshah, iran, p. o. box: 67149-67346

seismic ground motion is profoundly affected by geometrical and mechanical properties of soil deposits overlaying bedrock. local seismic ground response of saturated soil deposits was studied in literature by applying the effects of soil stress state and index properties on the strain-dependent normalized shear modulus reduction, g/g0, and damping ratio, d, curves in an equivalent linear analys...

Journal: :international journal of maritime technology 0
hamid heidary torkamani civil engineering department, school of civil engineering, college of engineering, university of tehran khosrow bargi civil engineering department, school of civil engineering, college of engineering, university of tehran rouhollah amirabadi civil engineering department, school of civil engineering, college of engineering, university of tehran

this study aims to develop seismic fragility curves for a typical pile-supported wharf. fragility curve is one of the popular tools in seismic performance evaluation of a structure. the software flac2d was used to simulate the seismic performance of the wharf structure. using eight time history records, occurred in past, as seismic loading, incremental dynamic analysis (ida) was applied for sei...

Journal: :Zisin (Journal of the Seismological Society of Japan. 2nd ser.) 1997

1986
John A. Blume

The ground motion at Yucca Mountain, Nevada, was evaluated, and its effect on siting and conceptual design of a prospective nuclear waste repository was considered. Two levels of ground motion are proposed in this report for seismic design, the higher level for design of facilities classified as important for off-site radiological safety, the lower level for on-site safety. It is recommended th...

Journal: :Engineering, Technology & Applied Science Research 2023

This study aims primarily to perform a comparative analysis of the seismic response soil profile, in time and frequency domains, order evaluate subjected excitation. After few remarks made on responses given by linear elasticity method for this type problem, it was considered necessary use SHAKE 2000 PLAXIS study. The obtained results were then compared with those available theoretical predicti...

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