Influence of soil–structure interaction on seismic demands of historic masonry structure of Kashan Grand Bazaar

AH Lazizi, H Tahghighi - Bulletin of Earthquake Engineering, 2023 - Springer
Heritage structures are an important part of the history of each community as well as an
economic resource. This study aims to investigate the earthquake damage and failure …

Seismic vulnerability assessment of stone arch bridges by nonlinear dynamic analysis using discrete element method

A Mehrbod, F Behnamfar, A Aziminejad… - International Journal …, 2023 - Taylor & Francis
Evaluation of the seismic performance of two historical stone arch bridges of the Iranian rail
network is presented using a discrete element method. The total length of the bridges is 66.7 …

Analysis of topographic amplification effects on canyon sites using 3D boundary element method

R Tarinejad, MT Ahmadi, N Khaji - Journal of seismology and earthquake …, 2007 - jsee.ir
Topographic conditions play an important role on the modification of seismic ground motion.
Therefore, their effects may become crucial in the selection or simulation of ground motion …

Estimation of near-surface attenuation in bedrock for analysis of intraplate seismic hazard

AM Chandler, NTK Lam, HH Tsang, MN Sheikh - Journal of Seismology and …, 2005 - jsee.ir
The significance of near-surface attenuation in bedrock, as distinct from attenuation in
unconsolidated soft soil sediments, has been identified. The k parameter, which …

Seismic Response Evaluation of Kashan Historical Bazaar Structure Including Soil-Structure Interaction.

A Lazizi, H Tahghighi - Journal of Seismology & Earthquake …, 2019 - search.ebscohost.com
Historical heritage structures are especially vulnerable to earthquakes because they were
designed only for gravity loads without any consideration of lateral loads. For this reason …

Design Charts for Estimating Response of RC Frame Building Adjacent to Deep Excavation Supported by Soil-Nailing Method

A Ghanbari, SA Mousavi Moallem - Civil Infrastructure Researches, 2022 - cer.qom.ac.ir
Excavation-induced displacements may cause damage to buildings and urban facilities. The
displacement of walls is inevitable in soil nailing method to mobilize the tensile force in steel …

Bam Earthquake: From emergency response to reconstruction

MH Havaii, M Hosseini - Journal of Seismology and Earthquake Engineering, 2004 - jsee.ir
This paper gives a brief explanation of the earthquake in Bam, casualties, as well as a report
on rescue and relief operations, emergency shelters, temporary housing, and the country's …

A study of the seismic response of asphaltic concrete used as a core in rockfill dams

A Akhtarpour, A Khodaii - Journal of Seismology and Earthquake …, 2014 - jsee.ir
Although bearing capacity of footings on top of slopes under monotonic loadings have been
investigated widely so far, safety and bearing capacity of these structures against repeated …

Stability of railroad tracks under the effects of temperature change and earthquake

F Arbabi, M Khalighi - Journal of Seismology and Earthquake Engineering, 2010 - jsee.ir
One of the major causes of train accidents is derailment due to axial or lateral buckling of the
track. This problem is more prominent in continuously welded rails (CWR), which are now …

DEM response analysis of buried pipelines crossing faults and proposal for a simplified method to estimate allowable fault displacements

Y Kuwata, S Takada, R Ivanov - Journal of Seismology and Earthquake …, 2007 - jsee.ir
This paper investigates the behavior of polyvinyl chloride and ductile iron pipelines in
relation to surface fault displacements using the Discrete Element Method (DEM) and …