International Journal of Geotechnical Earthquake Engineering最新文献_第6页

Benefits of Probabilistic Soil-Foundation-Structure Interaction Analysis 概率土-基础-结构相互作用分析的好处

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2018-01-01 DOI: 10.4018/IJGEE.2018010103

Z. Harichane, M. Guellil, H. Gadouri

{"title":"Benefits of Probabilistic Soil-Foundation-Structure Interaction Analysis","authors":"Z. Harichane, M. Guellil, H. Gadouri","doi":"10.4018/IJGEE.2018010103","DOIUrl":"https://doi.org/10.4018/IJGEE.2018010103","url":null,"abstract":"The present article highlights the beneficial effect of considering soil and structure parameters uncertaintiesonthesoil-structureresponse.Theimpedancefunctionsofacircularfoundationresting onarandomsoillayeroverahomogeneoushalf-spacewereobtainedbyusingconemodels.The obtainedresultsshowedthattherandomnessofthelayer’sthicknessandtheshearwavevelocity significantlyaffectedthemeanspringcoefficientswherebycoefficientsofvariation(COV)of10%and 20%intheseparametersreducedthemeanspringcoefficientsabout32%and40%,respectively,forthe horizontalmotionandabout12.5%and25%,respectively,fortherockingmotion.Thesensitivityofthe meanstructuralresponsetotherandomnesseffectwasobtainedtobemorepronouncedtostructural parameters than to soilparameters. In addition,20%COV inboth soil and structureparameters reducedthemeanstructuralresponseabout39%,translatedbyanincreaseinthedampingofthe coupledsystemwhichmaybeconsideredasabeneficialeffectfromcodeprovisionspointofview. KEywoRdS Cone Model, Impedance Function, MCSs, Randomness, Structural Distortion","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"43 1","pages":"42-64"},"PeriodicalIF":0.8,"publicationDate":"2018-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88357525","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 3

Optimum Performance of Bridge Isolation System under Parameter Uncertainty 参数不确定条件下桥梁隔离系统的最优性能

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-07-01 DOI: 10.4018/IJGEE.2017070105

B. Roy

引用次数: 1

Probabilistic Seismic Hazard Analysis and Synthetic Ground Motion Generation for Seismic Risk Assessment of Structures in the Northeast India 印度东北部结构地震危险性评估的概率地震危险性分析和合成地震动生成

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-07-01 DOI: 10.4018/IJGEE.2017070103

Swarup Kumar Ghosh, S. Chakraborty

引用次数: 9

Degrading bouc-wen model parameters identification under cyclic load 循环荷载下退化包温模型参数辨识

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-07-01 DOI: 10.4018/IJGEE.2017070104

G. Marano, Matteo Pelliciari, T. Cuoghi, B. Briseghella, D. Lavorato, A. Tarantino

{"title":"Degrading bouc-wen model parameters identification under cyclic load","authors":"G. Marano, Matteo Pelliciari, T. Cuoghi, B. Briseghella, D. Lavorato, A. Tarantino","doi":"10.4018/IJGEE.2017070104","DOIUrl":"https://doi.org/10.4018/IJGEE.2017070104","url":null,"abstract":"The purpose of this article is to describe the Bouc–Wen model of hysteresis for structural engineering which is used to describe a wide range of nonlinear hysteretic systems, as a consequence of its capability to produce a variety of hysteretic patterns. This article focuses on the application of the Bouc–Wen model to predict the hysteretic behaviour of reinforced concrete bridge piers. The purpose is to identify the optimal values of the parameters so that the output of the model matches as well as possible the experimental data. Two repaired, retrofitted and reinforced concrete bridge pier specimens (in a 1:6 scale of a real bridge pier) are tested in a laboratory and used for experiments in this article. An identification of Bouc–Wen model's parameters is performed using the force–displacement experimental data obtained after cyclic loading tests on these two specimens. The original model involves many parameters and complex pinching and degrading functions. This makes the identification solution unmanageable and with numerical problems. Furthermore, from a computational point of view, the identification takes too much time. The novelty of this work is the proposal of a simplification of the model allowed by simpler pinching and degrading functions and the reduction of the number of parameters. The latter innovation is effective in reducing computational efforts and is performed after a deep study of the mechanical effects of each parameter on the pier response. This simplified model is implemented in a MATLAB code and the numerical results are well fit to the experimental results and are reliable in terms of manageability, stability, and computational time.","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"10 1","pages":"60-81"},"PeriodicalIF":0.8,"publicationDate":"2017-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90044727","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 16

Clustering Based Sampling for Learning from Unbalanced Seismic Data Set 基于聚类的非平衡地震数据学习方法

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-07-01 DOI: 10.4018/IJGEE.2017070101

M. Rahmani, Abdelmalek Amine, R. M. Hamou

{"title":"Clustering Based Sampling for Learning from Unbalanced Seismic Data Set","authors":"M. Rahmani, Abdelmalek Amine, R. M. Hamou","doi":"10.4018/IJGEE.2017070101","DOIUrl":"https://doi.org/10.4018/IJGEE.2017070101","url":null,"abstract":"Thisarticledescribeshowsomestratumcontainastressconcentrationzones,andwhilethestress increases andexceedsahighvalueor socalledcriticalvalue, it destroys rocks.This causes the emissionofseismictremorsofdifferentenergies.Seismologyconsistsofthestudyoftheeffectsof seismicwaves,andpredictingtheseismichazardstorocksandlongwallcoals.Thisisalongsidethe mainproblemoccurredinthisfield,theunbalanceddatathatlackscausewhenstudyingtheseismic hazards.Learningfromunbalanceddataisconsideredasoneofthemostdifficultissuestosolve nowadays,thisarticlepresentsaninformedsamplingmethodthatisbasedonaclusteringapproach forthepredictionofseismichazardsinPolishcoalmines.Theideaisbasedonthedividingofnonhazardousexampleswhichrepresentsmorethan90%ofthereal-lifecasesintosubsetsofexamplesin ordertobalancetheclasses.Thisactionfacilitatesthelearningfromtherecordeddata.Forevaluation, theauthorshaveevaluatedthesystembasedonthepredictionofseismichazardswherepositive resultshavebeenreviewedcomparedtotheclassificationofexampleswithoutbalancingthecases. KEywoRDS Clustering, Data Mining, Machine Learning, Seismic Hazards Detection, Supervised Classification, Unbalanced Data","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"39 1","pages":"1-22"},"PeriodicalIF":0.8,"publicationDate":"2017-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88155195","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Seismic reliability evaluation of structural systems for different soil conditions 不同土壤条件下结构体系抗震可靠度评价

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-07-01 DOI: 10.4018/IJGEE.2017070102

Francisco Javier Villegas Mercado, Hamoon Azizsoltani, J. R. Gaxiola-Camacho, A. Haldar

{"title":"Seismic reliability evaluation of structural systems for different soil conditions","authors":"Francisco Javier Villegas Mercado, Hamoon Azizsoltani, J. R. Gaxiola-Camacho, A. Haldar","doi":"10.4018/IJGEE.2017070102","DOIUrl":"https://doi.org/10.4018/IJGEE.2017070102","url":null,"abstract":"Thisarticledescribeshowtheseismicdesignofastructureconsideringsoilconditionsisavery difficult andcomplicatedprocess. Inorder tominimizeeconomiccost followinganearthquake, the performance-based seismic design (PBSD) concept is proposed. This lets engineers design structuresbyconsideringapredefinedamountofdamagethestakeholdersarewillingtoacceptand thecorrespondingeconomicconsequences.Threeperformancelevels;ImmediateOccupancy(IO), LifeSafety(LS),andCollapsePrevention(CP)arebeingconsideredatpresent.Themajorchallenge inimplementingPBSDistheestimationoftheunderlyingrisk.Tofillthisknowledgegap,anovel reliabilityapproachisproposedbyintegratingfirst-orderreliabilitymethod,responsesurfacemethod, andadvancedfactorialconcepts.PBSDisshowcasedwiththehelpofastructuredesignedbyexperts satisfyingrecentdesignrequirements.TheresultsindicatethatPBSDguidelinesaremoredesirable thantheoldercriteria,structuresshouldbedesignedconsideringmultipleearthquaketimehistories, andsoilconditionisanimportantdesignfactor. KEywoRDS Design Time Domain Earthquake Ground Motions, Geotechnical Site Classifications, Performance-Based Seismic Design, Site-Specific Seismic Risk Analysis, Structural Reliability","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"3 1","pages":"23-38"},"PeriodicalIF":0.8,"publicationDate":"2017-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73367363","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 12

One-Dimensional Effective Stress Non-Masing Nonlinear Ground Response Analysis of IIT Guwahati 古瓦哈蒂IIT一维有效应力非变形非线性地基响应分析

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-01-01 DOI: 10.4018/IJGEE.2017010101

D. Basu, A. Dey, S. Kumar

{"title":"One-Dimensional Effective Stress Non-Masing Nonlinear Ground Response Analysis of IIT Guwahati","authors":"D. Basu, A. Dey, S. Kumar","doi":"10.4018/IJGEE.2017010101","DOIUrl":"https://doi.org/10.4018/IJGEE.2017010101","url":null,"abstract":"Groundresponseanalysis(GRA)helpstoassesstheinfluenceofthesoilmediumonthepropagating shearwavesandindicatesaboutthecharacteristicsofthewavesreachingthegroundsurfacefromthe bedrocklevel.SuchastudybecomesimperativefortheurbanizedalluvialbanksofNorth-Eastern regionofIndia,whichislocatedinthehighestseismiczoneofthecountry.Conventionally,GRAis carriedoutbasedequivalentlinearapproach,whichbeingasimplisticapproachisunabletocapturethe nonlinearcharacteristicsofsaturatedsiltysandssubjectedtoseismicshaking.Thisarticlepresentsthe outcomeofseismicone-dimensionalnonlinearGRAofIITGuwahati(locatedonavaryinggeology inthesaturatedalluvialbanksofRiverBrahmaputra)consideringpore-waterpressuredissipation characteristicsandnon-Masingunload-reloadcriteria.Variousgroundresponseparametersobtained fromthestudyhelpsintheaccurateidentificationoftheearthquakeintensitybasedsiteamplification oftheregionexpressedthrougha2-Dmapping. KEywORDS 2-D Contour Maps, Amplification Factor (AF), Ground Response Analysis, Nonlinear Effective Stress Analysis, Non-Masing Criteria, Peak Ground Acceleration (PGA), Predominant Period, Response Spectra","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"49 1","pages":"1-27"},"PeriodicalIF":0.8,"publicationDate":"2017-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89110407","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 13

Seismic Retrofitting of Unreinforced Brick Masonry Panels with Glass Fibre Reinforced Polymers 玻璃纤维增强聚合物无配筋砖砌块抗震加固

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-01-01 DOI: 10.4018/IJGEE.2017010102

R. P. Nanda, H. Khan, A. Pal

{"title":"Seismic Retrofitting of Unreinforced Brick Masonry Panels with Glass Fibre Reinforced Polymers","authors":"R. P. Nanda, H. Khan, A. Pal","doi":"10.4018/IJGEE.2017010102","DOIUrl":"https://doi.org/10.4018/IJGEE.2017010102","url":null,"abstract":"Theout-of-planeperformancesofbrickmasonrypanelswithdifferentretrofittingpatternsusingglass fibrereinforcedpolymers(GFRP)havebeenstudiedunderthree-pointloadingtest.Thepanelswere retrofittedononesideandbothsideswithdifferentgeometricconfigurations.Theretrofittedspecimens increasedthefailureloadfrom19.6kN(UR)to79.2kN.Itwasobservedthattheflexuralstrengthof theretrofittedpatternsincreasedfrom31.58%to150%whencomparedtoun-retrofittedspecimens. Also,thebendingmomentoftheretrofittedpanelsincreasedfrom5.94kNmto8.96kNmwhen retrofittedwithoneside,whileitgoesupto14.88kNmwhenretrofittedwithbothsideascompared toun-retrofittedspecimens.Further,italsoobservedthatthepanelwithcrossretrofittingshowed moreefficiencyintermsofflexuralstrength,bendingmoment,stiffnessanddeformationcapacity. KEywoRdS Flexural Strength, GFRP, Masonry Panel, Retrofitting, Three-Point Loading Test","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"3 1","pages":"28-37"},"PeriodicalIF":0.8,"publicationDate":"2017-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89249076","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 19

Thermal Anomalies Around the Time of Nepal Earthquakes M 7.8 April 25, 2015 And M 7.3 May 12, 2015 2015年4月25日尼泊尔7.8级地震和5月12日7.3级地震前后的热异常

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-01-01 DOI: 10.4018/IJGEE.2017010104

P. Hazra, S. S. De, S. Paul, G. Guha, A. Ghosh

引用次数: 6

The Effects of Vertical Stress on the Liquefaction Potential Originated from Buildings in The Urban Areas: A Case Study 垂直应力对城市建筑液化潜力的影响——以建筑为例

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International Journal of Geotechnical Earthquake Engineering Pub Date : 2017-01-01 DOI: 10.4018/IJGEE.2017010103

M. Ozcelik

{"title":"The Effects of Vertical Stress on the Liquefaction Potential Originated from Buildings in The Urban Areas: A Case Study","authors":"M. Ozcelik","doi":"10.4018/IJGEE.2017010103","DOIUrl":"https://doi.org/10.4018/IJGEE.2017010103","url":null,"abstract":"Mainpurposeofthispaperistostudytheinfluenceofverticalstressonsoilliquefactioninurban areas.Theliteratureprovideslimitedinformationonverticalstressanalysisofmultiplefootings,and, asaresult,thereisnoaccuratewaytoaccountfortheeffectofthefoundationdepthonliquefaction. Additionally,practicalmethodsdonotexistforconsideringtheinteractionbetweentheneighboring foundations vertical stress and seismic forces in the urban area. Vertical stress distribution was calculatedinexaminingthesoilliquefactionpotentialexhibitedbybuildingfoundationsasacase study.Theverticalstresseswerechosenrandomlyforsomebuildingswithfoundationdepthsof3.00 m;4.50and6.00mattheBurkentsite(Burdur-Turkey).Theinfluenceof5-storeybuildingsonthe liquefactionpotentialofsandysoilswasevaluatedintermsofthesafetyfactor(FS)againstliquefaction alongsoilprofiledepthsfordifferentearthquakes.StandardPenetrationTest(SPT)resultswereused basedonsimplifiedempiricalprocedure. KEywORdS Burdur, Factor of Safety, Foundations, Geotechnical, Liquefaction, Site Investigations","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"3 1","pages":"38-57"},"PeriodicalIF":0.8,"publicationDate":"2017-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78604018","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 2