Ali Kavand, S. Mohammad Sadegh Sahraeian, Abbas Ghalandarzadeh, Saeid Hashemi Tabatabaei, Babak Kamranimoghaddam, Ashkan Mohammadi
{"title":"当地遗址对 2003 年巴姆地震(伊朗东南部)破坏分布的影响及其在编制巴姆市地震设计谱系中的应用","authors":"Ali Kavand, S. Mohammad Sadegh Sahraeian, Abbas Ghalandarzadeh, Saeid Hashemi Tabatabaei, Babak Kamranimoghaddam, Ashkan Mohammadi","doi":"10.1007/s40996-024-01557-9","DOIUrl":null,"url":null,"abstract":"<p>This paper puts forward in-depth investigations on possible local site effects on damage distribution during the destructive 2003 Bam earthquake of southeastern Iran. In this investigation, detailed geotechnical characteristics of soil layers including subsurface soil profile, shear-wave velocity (V<sub>S</sub>) profiles along with constitutive soil models were surveyed in different areas of the city. A series of one-dimensional dynamic site response analyses were carried out to evaluate possible local site effects during the earthquake and also to propose site-specific design spectra for the city of Bam. Based on field and aerial surveys after the earthquake, a damage distribution map was prepared and compared with local site effects obtained from the analyses. The calculated PGA values at ground surface in the eastern part of the city were higher than those in the western zone while the maximum PGA occurred in the central part of the city. It was found that the local site conditions affected the pattern of PGA distribution, primarily due to the existence of a thick sedimentary layer extended from the northwest towards the southeast of the city. The distribution of period of maximum amplification complies with the result of geotechnical and geophysical testing and it had the lowest value (less than 0.1 s) in the northeastern parts of the city near a bedrock outcrop. The observed damage distribution was also in close agreement with the computed strong ground motion parameters at the ground surface, clearly showing the impacts of local site conditions.</p>","PeriodicalId":14550,"journal":{"name":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","volume":null,"pages":null},"PeriodicalIF":1.7000,"publicationDate":"2024-07-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Local Site Effects on the Damage Distribution during the 2003 Bam Earthquake (Southeastern Iran) and Its Implementation in Preparation of Earthquake Design Spectra for the City of Bam\",\"authors\":\"Ali Kavand, S. Mohammad Sadegh Sahraeian, Abbas Ghalandarzadeh, Saeid Hashemi Tabatabaei, Babak Kamranimoghaddam, Ashkan Mohammadi\",\"doi\":\"10.1007/s40996-024-01557-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>This paper puts forward in-depth investigations on possible local site effects on damage distribution during the destructive 2003 Bam earthquake of southeastern Iran. In this investigation, detailed geotechnical characteristics of soil layers including subsurface soil profile, shear-wave velocity (V<sub>S</sub>) profiles along with constitutive soil models were surveyed in different areas of the city. A series of one-dimensional dynamic site response analyses were carried out to evaluate possible local site effects during the earthquake and also to propose site-specific design spectra for the city of Bam. Based on field and aerial surveys after the earthquake, a damage distribution map was prepared and compared with local site effects obtained from the analyses. The calculated PGA values at ground surface in the eastern part of the city were higher than those in the western zone while the maximum PGA occurred in the central part of the city. It was found that the local site conditions affected the pattern of PGA distribution, primarily due to the existence of a thick sedimentary layer extended from the northwest towards the southeast of the city. The distribution of period of maximum amplification complies with the result of geotechnical and geophysical testing and it had the lowest value (less than 0.1 s) in the northeastern parts of the city near a bedrock outcrop. The observed damage distribution was also in close agreement with the computed strong ground motion parameters at the ground surface, clearly showing the impacts of local site conditions.</p>\",\"PeriodicalId\":14550,\"journal\":{\"name\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.7000,\"publicationDate\":\"2024-07-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s40996-024-01557-9\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40996-024-01557-9","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Local Site Effects on the Damage Distribution during the 2003 Bam Earthquake (Southeastern Iran) and Its Implementation in Preparation of Earthquake Design Spectra for the City of Bam
This paper puts forward in-depth investigations on possible local site effects on damage distribution during the destructive 2003 Bam earthquake of southeastern Iran. In this investigation, detailed geotechnical characteristics of soil layers including subsurface soil profile, shear-wave velocity (VS) profiles along with constitutive soil models were surveyed in different areas of the city. A series of one-dimensional dynamic site response analyses were carried out to evaluate possible local site effects during the earthquake and also to propose site-specific design spectra for the city of Bam. Based on field and aerial surveys after the earthquake, a damage distribution map was prepared and compared with local site effects obtained from the analyses. The calculated PGA values at ground surface in the eastern part of the city were higher than those in the western zone while the maximum PGA occurred in the central part of the city. It was found that the local site conditions affected the pattern of PGA distribution, primarily due to the existence of a thick sedimentary layer extended from the northwest towards the southeast of the city. The distribution of period of maximum amplification complies with the result of geotechnical and geophysical testing and it had the lowest value (less than 0.1 s) in the northeastern parts of the city near a bedrock outcrop. The observed damage distribution was also in close agreement with the computed strong ground motion parameters at the ground surface, clearly showing the impacts of local site conditions.
期刊介绍:
The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering
and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following:
-Structural engineering-
Earthquake engineering-
Concrete engineering-
Construction management-
Steel structures-
Engineering mechanics-
Water resources engineering-
Hydraulic engineering-
Hydraulic structures-
Environmental engineering-
Soil mechanics-
Foundation engineering-
Geotechnical engineering-
Transportation engineering-
Surveying and geomatics.