14ecee Programme

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TECHNICAL PROGRAMMETOPIC 1: ENGINEERING SEISMOLOGY 1.1 Seismic Networks and Monitoring 1.2 Real-time Data Acquisition and Exchange 1.3 Strong Motion Studies 1.4 Earthquake Hazard Assessment 1.5 Design Ground Motion TOPIC 2: GEOTECHNICAL EARTHQUAKE ENIGINEERING 2.1 Earthquake Induced Soil Behaviour 2.2 Soil-Structure Interaction 2.3 Earth Structures 2.4 Foundation Design 2.5 Laboratory and Field Testing 2.6 Codes for Ground Conditions TOPIC 3: SEISMIC PERFORMANCE OF BUILDINGS 3.1 Architectural Issues 3.2 Materials and Structural Systems 3.3 Historical Buildings and Monuments 3.4 Tall Buildings 3.5 Retrofitting 3.6 Vulnerability 3.7 Codes for Design of Buildings 3.8 Codes for Existing Buildings TOPIC 4: EARTHQUAKE RESISTANT ENGINEERING STRUCTURES 4.1 Bridges 4.2 Dams 4.3 Nuclear Power Plants 4.4 Infrastructures 4.5 Other Structures 4.6 Retrofitting 4.7 Codes for Engineering Structures TOPIC 5: NEW TECHNIQUES AND TECHNOLOGIES 5.1 New Materials 5.2 Structural Health Monitoring 5.3 Structural Control 5.4 Experimental Studies 5.5 Codes for Buildings with Passive Seismic Control TOPIC 6: MANAGING RISK IN SEISMIC REGIONS 6.1 Implications of Recent Earthquakes 6.2 Disaster Risk Assessment and Management 6.3 Earthquake Scenarios 6.4 Early Warning and Tsunamis 6.5 Social, Economic and Planning Aspects 6.6 Insurance Policy Related to Earthquakes

14ECEE PROGRAMME AT A GLANCESunday 29.08.2010 8:00 8:30 9:00 9:30 9:45 10:00 10:30 11:00 11:30 12:00 12:30 13:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30 17:00 17:30 18:00 18:30 20:00-22:00 ice breaker 17:00-18:30 PPS (9-16) Monday 30.08.2010 Tuesday Wednesday 31.08.2010 1.09.2010 registration 8:30-10:00 KL3 KL4 8:30-10:00 Thursday 2.09.2010 Friday 3.09.2010

9:00-9:45 opening ceremony welcome cocktail 10:30-12:00 KL1 KL2

8:20-10:00 PSS

8:30-10:00 PPS (85-92)

KL5 KL6 10:00 - 10:30 Coffee break 10:30-12:00 10:30-12:00 PPS PPS (17-25) (39-47) 12:00 - 14:00 Lunch time 14:00-15:00 PS1 15:00-16:30 TLS (1-5) PPS (26-29) 14:00-15:00 PS2 15:00-16:30 TLS(6-9) PPS (48-52)

10:30-12:00 TLS 10 PPS (62-69)

10:30-12:00 KL7 KL8 12:00 closing ceremony 14:00-17:00 Ohrid lake cruising

15:00-19:00 registration

14:30-16:30 PPS (1-8)

14:00-15:00 PS3 15:00-16:30 TLS (11-13) PPS (70-75) 17:00-18:30 PPS (76-84)

16:30 - 17:00 Coffee break 17:00-18:30 17:00-18:30 PPS(30-38) PPS (53-61)

21:00-22:30 get together

20:30-24:00 gala dinner PS - Poster Session

KL - Keynote Lecturer Session PSS - Plenary Special Session TLS - Parallel Session starting with Theme Lecturer PPS- Parallel Session

14ECEE PROGRAMMESUMMARYSunday Monday 15:00-19:00 20:00-22:00 8:00-9:00 9:00-9:45 9:45-10:30 10:30-11:15 11:15-12:00 12:00-14:30 14:30-16:30 Hall 1 Hall 1 Hall 1 Hall 1 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9 16:30-17:00 17:00-18:30 Hall 1 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9 Antique Theatre Ohrid Registration Ice breaker Registration Opening Ceremony Welcome Cocktail Theo P. Tassios Atilla Ansal Parallel Session 1 Parallel Session 2 Parallel Session 3 Parallel Session 4 Parallel Session 5 Parallel Session 6 Parallel Session 7 Parallel Session 8 Parallel Session 9 Parallel Session 10 Parallel Session 11 Parallel Session 12 Parallel Session 13 Parallel Session 14 Parallel Session 15 Parallel Session 16 Get together Ambraseys Award Lecture: Seismic Engineering Of Monuments Microzonation for Earthquakes Scenarios Lunch time 5.3 Structural Control 3.7 Codes for Design of Buildings 1.5 Design Ground Motion 3.3 Historical Buildings and Monuments 3.2 Materials and Structural Systems 4.1 Bridges 2.1 Earthquake Induced Soil Behaviour 5.5 Codes for Buildings with Passive Seismic Control 5.1 New Materials Coffee break 5. 3 Structural Control 3.7 Codes for Design of Buildings 1.5 Design Ground Motion 3.3 Historical Buildings and Monuments 3.2 Materials and Structural Systems 4.1 Bridges 2.1 Earthquake Induced Soil Behaviour 5.4 Experimental Studies

21:00-22:30

Tuesday

8:00-8:30 8:30-9:15 9:15-10:00 10:00-10:30 10:30-12:00 Hall 1 Hall 1 Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9 Hall P Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 16:30-17:00 17:00-18:30 Hall 9 Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9

Registration Alain Pecker Nuray Aydinoglu Parallel Session 17 Parallel Session 18 Parallel Session 19 Parallel Session 20 Parallel Session 21 Parallel Session 22 Parallel Session 23 Parallel Session 24 Parallel Session 25 Poster Session 1 TL Session 1 TL Session 2 TL Session 3 TL Session 4 Parallel Session 26 Parallel Session 27 Parallel Session 28 TL Session 5 Parallel Session 29 Parallel Session 30 Parallel Session 31 Parallel Session 32 Parallel Session 33 Parallel Session 34 Parallel Session 35 Parallel Session 36 Parallel Session 37 Parallel Session 38

12:00-14:00 14:00-15:00 15:00-16:30

Nonlinear Soil-Structure Interaction: Impact on the Seismic Response of Structures Evaluation of Analysis Procedures for Seismic Assessment and Retrofit Design Coffee break 5. 3 Structural Control 6.1 Implications of Recent Earthquakes 3.3 Historical Buildings and Monuments 1.5 Design Ground Motion 3.7 Codes for Design of Buildings 3.2 Materials and Structural Systems 4.1 Bridges 2.4 Foundation Design 5. 2 Structural Health Monitoring Lunch time T1, T2, T6 T5-TL2: Erdal Safak 5. 2 Structural Health Monitoring T6-TL1: Mustafa Erdik 6.2 Disaster Risk Assessment and Management T3-TL1: John W. Wallace 3.7 Codes for Design of Buildings T1-TL1: Jonathan Stewart 1.4 Earthquake Hazard Assessment 3.3 Historical Buildings and Monuments 3.2 Materials and Structural Systems 4.1 Bridges / 4.2 Dams T2-TL1: Misko Cubrinovski 2.2 Soil-Structure Interaction 5.3 Structural Control Coffee break 5. 2 Structural Health Monitoring 6.2 Disaster Risk Assessment and Management 3.7 Codes for Design of Buildings 1.4 Earthquake Hazard Assessment 3.5 Retrofitting 3.2 Materials and Structural Systems 4.2 Dams 2.2 Soil-Structure Interaction 5.4 Experimental Studies

Wednesday

8:00-8:30 8:30-9:15 9:15-10:00 10:00-10:30 10:30-12:00

Hall 1 Hall 1 Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9 Hall P Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9 Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9

Registration Farzad Naeim Carlos Sousa Oliveira Parallel Session 39 Parallel Session 40 Parallel Session 41 Parallel Session 42 Parallel Session 43 Parallel Session 44 Parallel Session 45 Parallel Session 46 Parallel Session 47 Poster Session 2 TL Session 6 TL Session 7 TL Session 8 TL Session 9 Parallel Session 48 Parallel Session 49 Parallel Session 50 Parallel Session 51 Parallel Session 52 Parallel Session 53 Parallel Session 54 Parallel Session 55 Parallel Session 56 Parallel Session 57 Parallel Session 58 Parallel Session 59 Parallel Session 60 Parallel Session 61 Gala Dinner

12:00-14:00 14:00-15:00 15:00-16:30

16:30-17:00 17:00-18:30

Peformance-Based Seismic Design of Tall Buildings Reflection on the Rehabilitation and the Retrofit of Historical Constructions Coffee break 5.4 Experimental Studies 6.2 Disaster Risk Assessment and Management 3.6 Vulnerability 1.4 Earthquake Hazard Assessment 3.5 Retrofitting 3.2 Materials and Structural Systems 4.2 Dams 2.2 Soil-Structure Interaction 3.7 Codes for Design of Buildings Lunch time T3 T5-TL1: Roy T. Severn 5.4 Experimental Studies T6-TL2: Mauro Dolce 6.2 Disaster Risk Assessment and Management T3-TL2: Andreas J. Kappos 3.7 Codes for Design of Buildings T1-TL2: Pierre Bard 1.4 Earthquake Hazard Assessment 3.5 Retrofitting 3.2 Materials and Structural Systems 4.5 Other Structures 2.2 Soil-Structure Interaction / 2.3 Earth Structures 3.6 Vulnerability Coffee break 5.3 Structural Control 6.2 Disaster Risk Assessment and Management 3.7 Codes for Design of Buildings 1.3 Strong Motion Studies 3.5 Retrofitting 3.2 Materials and Structural Systems 4.5 Other Structures 2.3 Earth Structures / 2.6 Codes for Ground Conditions 3.6 Vulnerability

20:30-24:00

Thursday

8:00-8:20 8:20-10:00 10:00-10:30 10:30-12:00 Hall 1 Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9 Hall P Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9 Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9

Registration Plenary Special Session: Lessons from the 2010 Chile Earthquake Parallel Session 62 TL Session 10 Parallel Session 63 Parallel Session 64 Parallel Session 65 Parallel Session 66 Parallel Session 67 Parallel Session 68 Parallel Session 69 Poster Session 3 TL Session 11 TL Session 12 TL Session 13 Parallel Session 70 Parallel Session 71 Parallel Session 72 Parallel Session 73 Parallel Session 74 Parallel Session 75 Parallel Session 76 Parallel Session 77 Parallel Session 78 Parallel Session 79 Parallel Session 80 Parallel Session 81 Parallel Session 82 Parallel Session 83 Parallel Session 84

Rubn Borochek, Jonathan Steward, Dina D'Ayala , Peter Fajfar, John W. Wallace, Coffee break 5.4 Experimental Studies T6-TL4: Haresh Shah 6.2 Disaster Risk Assessment and Management 3.2 Materials and Structural Systems 1.3 Strong Motion Studies 3.5 Retrofitting 3.7 Codes for Design of Buildings 4.5 Other Structures 2.5 Laboratory and Field Testing 3.6 Vulnerability Lunch time T 3.6, T4, T5 T5-TL3: Mihail Garevski 5.3 Structural Control T6-TL3: Claudio Modena 6.4 Early Warning and Tsunamis 6.5 Social, Economic and Planning Aspects T3-TL3: Gian Michele Calvi 3.8 Codes for Existing Buildings 1.3 Strong Motion Studies 3.1 Architectural Issues / 3.4 Tall Buildings 3.2 Materials and Structural Systems 4.5 Other Structures / 4.3 Nuclear Power Plants 2.5 Laboratory and Field Testing 1.4 Earthquake Hazard Assessment Coffee break 5.3 Structural Control 6.5 Social, Economic and Planning Aspects 6.6 Insurance Policy Related to Earthquakes 3.8 Codes for Existing Buildings 1.3 Strong Motion Studies 3.4. Tall Buildings 3.6 Vulnerability 4.6 Retrofitting 2.5 Laboratory and Field Testing 1.4 Earthquake Hazard Assessment

12:00-14:00 14:00-15:00 15:00-16:30

16:30-17:00 17:00-18:30

Friday

8:00-8:30 8:30-10:00

Hall 1 Hall 2 Hall 3 Hall 4 Hall 5 Hall 6 Hall 7 Hall 8 Hall 9 Hall 1 Hall 1 Hall 1

Registration Parallel Session 85 Parallel Session 86 Parallel Session 87 Parallel Session 88 Parallel Session 89 Parallel Session 90 Parallel Session 91 Parallel Session 92 Parallel Session 93 Paolo Pinto Arthur Pinto Closing Ceremony

10:00-10:30 10:30-11:15 11:15-12:00 12:00-12:30 12:30-14:00 14:00-17:00

5. 4 Experimental Studies 6.3 Earthquake Scenarios 3.8 Codes for Existing Buildings 1.3 Strong Motion Studies 1.2 Real-time Data Acquisition and Exchange 4.7 Codes for Engineering Structures 3.6 Vulnerability 4.6 Retrofitting 1.1 Seismic Networks and Monitoring 4.4 Infrastructures Coffee break Open Issues in the Seismic Design and Assessment of Bridges Large Scale Testing Achievements and Needs Lunch time

Ohrid Lake Cruising

TECHNICAL PROGRAME BY DAY30082010(Monday) hall/timeId Authors Title AMBRASEYSAWARDLECTURE:SEISMICENGINEERINGOF MONUMENTS MICROZONATIONFOREARTHQUAKESCENARIOS P#

1 10:3011:15 KL1 TheoP.Tassios 1 11:1512:00 AtillaAnsal,GokceTonuk&AsliKurtulus KL2

1 14:3016:30 T5.NewTechniquesandTechnologies/StructuralControl EFFICIENCYOFPRESTRESSEDDAMPINGDEVICESIN 1871 RakicevicZ.,BogdanovicA.,JurukovskiD., KammererH.,NawrotzkiP. CONTROLLINGSTRUCTURALRESPONSETOSEISMIC EXCITATION 244 PonzoF.C.,DiCesareA.,NigroD.,MoroniC., VulcanoA.,MazzaF.,DolceM. DiCesareA.,PonzoF.C.,MoroniC.,NigroD., DolceM.,MocciaD. JETPACSPROJECT:SHAKINGTABLEANDNUMERICALRESULTS FORASTEELFRAMEWITHHYSTERETICDAMPERS JETPACSPROJECT:PRELIMINARYRESULTSOFDYNAMIC TESTSONSTEELFRAMEEQUIPPEDWITHVISCORECENTRING SYSTEM SHAKETABLETESTSFORASSESSINGTHESEISMICBEHAVIOR OFSTRUCTURESWITHNEWHYSTERETICDAMPERS STRUCTURALBEHAVIOUROF5000KNDAMPER POTENTIALOFVISCOUSDAMPERPLACEMENTTECHNIQUES FORSEISMICDESIGN THEDYNAMICEXPERIMENTALBEHAVIOROFANEW ALUMINIUMPASSIVEPROTECTIONDEVICEINA3DFRAME PASSIVEDEVICESFORANITALIANVIADUCT DESIGNMETHODSFORSEMIACTIVEALGORITHMS.A HIGHWAYCASESTUDY COMPARATIVESEISMICRESPONSEOFSTEELBRACED FRAMESWITHSHAPEMEMORYALLOYBRACESAND BUCKLINGRESTRAINEDBRACES

324

286

EscobedoA.,ClimentA.B.,VicoJ.M.,MorillasL., EscolanoD.,DonaireJ. MuallaI.H.,NielsenL.O.,JakupssonE.D. WhittleJ.,WilliamsM.S.,BlakeboroughA., KaravasilisT.L. DiaferioM.,FotiD.,NobileR.

416 858

1129

1794 909

CasciatiS.,FaravelliL.,MarioniA. OliveiraC.,GuerreiroL.

579

AsgarianB.,MoradiS.,ShokrgozarH.R.

3 14:3016:30 T3.SeismicPerformanceofBuildings/CodesforDesignofBuildings AyalaA.G.,CastellanosH.,LpezS. DISPLACEMENTBASEDSEISMICDESIGNMETHODWITH 132 DAMAGECONTROL 253 327 FajfarP.,KreslinM. AhmadN.,CrowleyH.,PinhoR.,AliQ. ESTIMATIONOFHIGHERMODEEFFECTSINTHEN2METHOD DERIVATIONOFDISPLACEMENTBASEDFRAGILITY FUNCTIONSFORMASONRYBUILDINGS ALGERIANSEISMICREGULATIONS:MAINFEATURESAND EVOLUTION19812010 THENEWROMANIANCODEFORTHEDESIGNOFBUILDINGS TOSEISMICACTIONS

913

BelazouguiM.

659

VladI.

30082010(Monday) hall/timeId Authors Title P#

3 14:3016:30 T3.SeismicPerformanceofBuildings/CodesforDesignofBuildings 1351 SadashivaV.K.,MacRaeG.A.,DeamB.L. BUILDINGREGULARITYPROVISIONSFORSEISMICDESIGNOF STRUCTURES 1352 SadashivaV.K.,MacRaeG.A.,DeamB.L. SEISMICRESPONSEOFSTRUCTURESWITHCOUPLED VERTICALSTIFFNESSSTRENGTHVARIATIONS STATECODECONSTRUCTIONINSEISMICREGIONSOF UKRAINE2006.HARMONIZATIONWITHEUROCODE8 EN19981

1377

NemchynovIu.I.,KryvosheyevP.I.,Khavkin.., BabikK.N.,BamburaA.N.,MaryenkovN.G., ZolotarevI.G.,KukunaevV.S.,DorofeyevV.S., EgupovK.V.A.,PustovitenkoB.G.,Kendzer.V. BenitoB.,BernalA.,TorresY.,HermannsL.

1441

COMPARATIVEANALYSISBETWEENELASTICRESPONSE SPECTRAOFDIFFERENTEUROPEANCODES COMPARISONOFEUROPEANANDAMERICANAPPROACHES FORCONSIDERATIONOFPDELTAEFFECTSINSEISMICDESIGN

1442

PeresR.,CastroJ.M.

4 14:3016:30 T1.EngineeringSeismology/DesignGroundMotion BojrquezE.,IervolinoI. ASPECTRALSHAPEBASEDSCALARGROUNDMOTION 722 INTENSITYMEASUREFORMAXIMUMANDCUMULATIVE STRUCTURALDEMANDS 189 UzdinA.M.,DmitrovskayaL.N.,SakharovO.A. SETTINGTHELEVELOFDESIGNACCELERATIONONTHEBASIS OFTHEENERGYTHEORYEARTHQUAKEENGINEERING

1556

PrezRochaL.E.,AvilsLpezJ.,MenaHernndez NEWSITESPECIFICEARTHQUAKEDESIGNSPECTRAFOR U. MEXICO BradleyB.A. AGENERALISEDCONDITIONALINTENSITYMEASURE APPROACHANDHOLISTICGROUNDMOTIONSELECTION REXELITE,ONLINERECORDSELECTIONFORTHEITALIAN ACCELEROMETRICARCHIVE NEWFEATURESOFREXEL2.61BETA,ATOOLFOR AUTOMATEDRECORDSELECTION.

179

391

GalassoC.,IervolinoI.,PaolucciR.,PacorF.

394

GalassoC.,IervolinoI.,CosenzaE.

930

DiasJ.,CastroJ.M.,RomoX.,GonalvesM.,Lopes SELEQ:AWEBBASEDAPPLICATIONFORTHESELECTIONOF J.C. EARTHQUAKEGROUNDMOTIONSFORSTRUCTURAL ANALYSIS DeLucaF.,IervolinoI.,CosenzaE. COMPAREDSEISMICRESPONSEOFDEGRADINGSYSTEMSTO ARTIFICIALANDREALRECORDS ENGINEERINGTOOLSTODESIGNREGULARSPECTRA ADAPTEDTOLOCALSITECONDITIONS NONLINEARRESPONSESPECTRAOFTHENEARFAULT LAQUILAEVENT

945

941

RgnierJ.,CadetH.,DuvalA.M.,BertrandE.B.

376

PalazzoB.,DeIuliisM.,CastaldoP.

5 14:3016:30 T3.SeismicPerformanceofBuildings/HistoricBuildingsandMonuments SabatinoR.,RizzanoG. NONLINEARSTATICANALYSISOFMASONRYSTRUCTURES 150 SIMPLIFIEDEQUIVALENTFRAMESANDACCURATEMODELS

30082010(Monday) hall/timeId Authors Title P#

5 14:3016:30 T3.SeismicPerformanceofBuildings/HistoricBuildingsandMonuments 614 FleschR.,ZenunovicA.,BurtscherP. ASSESSMENTOFEARTHQUAKECAPACITYOFMASONRY BUILDINGSOFTYPEGRNDERZEITHUSERINVIENNA 622 AchsG.,AdamC. GLOBALDYNAMICBEHAVIOUROFAHISTORICRESIDENTIAL MASONRYBUILDINGATDIFFERENTSTAGESOFDEMOLITION PERFORMANCEOFHISTORICMASONRYBUILDINGSDURING THEAPRIL6,2009LAQUILAEARTHQUAKE CYCLICBEHAVIOUROFPOMBALINOFRONTALWALLS AMETHODFORASSESSINGTHERISKLEVELOF MONUMENTALHISTORICALSTRUCTURESBYVISUAL INSPECTIONS THECHALLENGESOFPROTECTHISTORICALADOBE CONSTRUCTIONSINPERU

320

CelikO.C.,SesigurH.

325 450

MeirelesH.A.,BentoR. VatanM.,ArunG.

392

CuadraC.H.,SaitoT.,ZavalaC.A.,DiazM.A.

501

KaradoganF.,YukselE.,YuceS.Z.,PekmezogluA., REHABILITATIONOFAHISTORICALBUILDING ErdemC.,SaruhanH.,YldrmH.,TeymurP., SagbasG. DAmbrisiA.,MarianiV.,MezziM. SOLUTIONSFORTHESEISMICENHANCEMENTOFA MEDIEVALTOWER SEISMICEVALUATIONANDRETROFITOFTHE16THCENTURY MIHRIMAHSULTANMOSQUE

339

574

UstundagC.,SesigurH.,CiliF.

6 14:3016:30 T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems QuionesEsquivelB.,BojrquezMoraE.,Reyes SEISMICBEHAVIOROFSTEELBUILDINGSWITHPERIMETER 114 Salazar,A.,LpezBarrazaA.,RiveraLeyvaO. MOMENTRESISTINGSTEELFRAMESANDINTERIORGRAVITY FRAMES 1816 LandolfoR.,DAnielloM.,PortioliF. SIMULATIONOFINELASTICCYCLICBEHAVIOUROFSTEEL CONCENTRICBRACINGS SEISMICPERFORMANCEOFHYBRIDSTEELCOLUMNTOFLAT SLABCONNECTIONS CONTRIBUTIONOFSECONDARYSYSTEMSTOTHESEISMIC PERFORMANCEOFSTEELFRAMEDSTRUCTURES PREDICTIONOFDAMAGEDISTRIBUTIONINCONCENTRICALLY BRACEDFRAMES EVALUATIONOFTHEBEHAVIOURFACTORFORSHEATHED COLDFORMEDSTEELSTRUCTURESBASEDONINCREMENTAL DYNAMICANALYSIS STRENGTHANDDUCTILITYOFTSTUBCOMPONENTSIN SEISMICRESISTANTBOLTEDBEAMTOCOLUMNJOINTS REPLACEMENTOFBOLTEDLINKSINDUALECCENTRICALLY BRACEDFRAMES

152

EderM.A.,VollumR.L.,ElghazouliA.Y.

235

ChuquitaypeC.M.,ElghazouliA.Y.

1205

RossiP.P.,BoscoM.,MarinoE.M.

1270

IuorioO.,FiorinoL.,MacilloV.,LandolfoR.

1565

DubinaD.,GreceaD.,MunteanN.

1581

StratanA.,DinuF.,DubinaD.

30082010(Monday) hall/timeId Authors Title P#

6 14:3016:30 T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems 1357 BagheriSabbaghA.,PetkovskiM.,MirghaderiR. COLDFORMEDSTEELMOMENTRESISTINGFRAMESIN SEISMICAREAS 121 DicleliM.,CalikE.E. ANALYTICALSIMULATIONOFCYCLICBEHAVIOUROFSTEEL BRACESUNDERSEISMICLOADS

7 14:3016:30 T4.EarthquakeResistantEngineeringStructures/Bridges DicleliM.,ErhanS. LOWCYCLEFATIGUEEFFECTSININTEGRALBRIDGEPILES 115 UNDERSEISMICLOADREVERSIBLE 116 ErhanS.,DicleliM. SEISMICPERFORMANCEEVALUATIONOFINTEGRALBRIDGES ASAFUNCTIONOFSTRUCTURALANDGEOTECHNICAL PARAMETERS DYNAMICANALYSISOFMARGAMARGABRIDGE CONSIDERINGSPATIALVARIATIONOFSEISMICINPUT BRIDGEMULTISUPPORTEXCITATIONUSINGFOUNDATION MACROELEMENTS

151

SarrazinM.,TaylorD.,TrigoT.,MoroniM.O.

182

ChatzigogosC.T.,PeckerA.

298

DelPrincipeB.,DiSarnoL.,CosenzaE.,Evangelista SEISMICPERFORMANCEOFBASEISOLATEDRAILWAY L. BRIDGES ToyookaA.,MuronoY. EFFECTSOFTHEINERTIALANDKINEMATICINTERACTIONSON DYNAMICBEHAVIOROFANISOLATEDBRIDGE

550

631

IsakoviT.,VidrihZ.,BevcA.,BohincU.,Fischinger SHEARSTRENGTHENINGOFRCHOLLOWBOXVIADUCT M. COLUMNS GuerreiroL.,SerraC. METHODOLOGIESFORTHESEISMICPERFORMANCE ASSESSMENTOFBRIDGESAPPLICATIONTOBRIDGESIN PORTUGAL

670

817

RcnelI.R.,CreuD.I.,LabiCreuT.,IvnescuT. THEUSEOFSEISMICISOLATORSFORIMPROVINGTHE SEISMICRESPONSEOFACONCRETEBRIDGESTRUCTURE LavoratoD.,NutiC.,SantiniS. PSEUDODYNAMICINVESTIGATIONOFTHESEISMIC RESPONSEOFREPAIREDR.C.BRIDGES

927

8 14:3016:30 T2.GeotechnicalEarthquakeEngineering/EarthquakeInducedSoilBehaviour EFFECTSOFLANDSUBSIDENCEINTHESEISMICHAZARDOF 1557 PrezRochaL.E.,AvilsLpezJ. MEXICOCITY 350 SharafiH.,BaziaraM.H. ASSESMENTOFLIQUEFACTIONRESISTANCEINSILTYSANDS USINGARTIFICIALNEURALNETWORKS THEEFFECTOFSURCHARGEONSOILLIQUEFACTION LIQUEFACTIONHAZARDZONATIONINTHESOUTHERN COASTLINESOFIRAN PIPELINEPERFORMANCEUNDERLONGITUDINAL PERMANENTGROUNDDEFORMATION

430 1029

ShooshpashI.,BagheriM. HaghshenasE.,RahmaniI.,MahdavifarM.

1407

ToprakS.,CetinO.A.,NacarogluE.,KocA.C.

30082010(Monday) hall/timeId Authors Title P#

8 14:3016:30 T2.GeotechnicalEarthquakeEngineering/EarthquakeInducedSoilBehaviour 1753 KayniaA.M.,SayglG.,SkurtveitE. GENERATIONOFSLIDEMAPSFOREARTHQUAKESUSING SHAKEMAPS 767 YamazakiF.,IshideT. DETECTIONOFSLOPEFAILURESDUETOTHEIWATEMIYAGI, JAPANEARTHQUAKEUSINGSATELLITEIMAGES

9 14:3016:30 T5.NewTechniquesandTechnologies/NewMaterials ArakiY.,EndoT.,OmoriT.,SutouY.,KoetakaY., DEVELOPMENTOFMEDIUMSCALECUALMNSUPERELASTIC 159 KainumaR.,IshidaK. ALLOYBARS 669 PelosoS.,LaneseI.,PaveseA.,ZanardiA. INNOVATIVECONSTRUCTIONTECHNIQUESFORBUILDINGSIN SEISMICAREAS:STRUCTURALMODELLINGANDDESIGN ISSUES FEASIBILITYOFSEISMICISOLATIONWITHLOWCOSTFIBRE LAMINATEDRECYCLEDRUBBERBEARINGS ANEFFECTIVEMEASUREMENTOFTHECONCRETE ROUGHNESSANDITSROLEONTHEDEFINITIONOFTHE DEBONDINGSTRENGTHOFEXTERNALFRPREINFORCEMENT SEISMICRESPONSEREDUCTIONOFSTEELSTRUCTURES USINGSHAPEMEMORYALLOYDAMPERS SEISMICBEHAVIOUROFPRECISIONGROUNDFIREDHOLLOW CLAYBLOCKSWITHPOLYURETHANEGLUE NONLINEARDEFORMATIONIDENTIFICATIONDURING OCCURRENCEOFEARTHQUAKEINSTEELFRAME STRUCTURESUTILIZINGTIMEFREQUENCYMETHOD

1074

OnoriiC.,SerinoG.

1128

IovinellaI.,ProtaA.,ManfrediG.,MazzottiC.

1236

ParulekarY.M.,ReddyG.R.,VazeK.K.,GhoshA. K.,KushwahaH.S.,MuthumaniK.,SreekalaR. SuikaiL.,KasaM.

1449

1750

BakhshiA.,MadarshahianR.

1824

GiorgadzeI.M.,SakvarelidzeA.V.

778

MECHANICALPROPERTIESOFHIGHSTRENGTHCONCRETE WITHMODIFIERS T5.NewTechniquesandTechnologies/CodesforBuildingswithPassiveSeismicControlDevices PampaninS. RETROFITSOLUTIONSFORPRE1970R.C.BUILDINGS:AN OVERVIEWOFLATESTRESEARCHDEVELOPMENTSINNEW ZEALAND EVALUATIONOFDIFFERENTMETHODSTOPREDICTTHE SEISMICRESPONSEOFSTRUCTURESEQUIPPEDWITH HYSTERETICDAMPERS

1579

EscolanoMargaritD.,BenaventClimentA.

1 17:0018:30 T5.NewTechniquesandTechnologies/StructuralControl DasD.,DattaT.K.,MadanA. ANNCUMFUZZYCONTROLOFSEISMICRESPONSEUSINGMR 421 DAMPERS 1023 AguirreN.,IkhouaneF.,RodellarJ.,WaggD.J., NeildS.A. VISCOUS+DAHLMODELFORMRDAMPERS CHARACTERIZATION:AREALTIMEHYBRIDTEST(RTHT) VALIDATION EFFECTSOFMRDAMPERTIMEDELAYONTHESTRUCTURAL CONTROLEFFECTIVENESSUNDERSEISMICLOADS

1521

LondooJ.M.,SerinoG.,SpizzuocoM.,Caterino N.,OcchiuzziA.

30082010(Monday) hall/timeId Authors Title P#

1 17:0018:30 T5.NewTechniquesandTechnologies/StructuralControl 1567 CaterinoN.,SpizzuocoM.,OcchiuzziA. PHYSICALBEHAVIORANDNUMERICALMODELINGOF MAGNETORHEOLOGICALDAMPERSFORSEMIACTIVE CONTROL 1569 MaddaloniG.,CaterinoN.,OcchiuzziA. SEISMICEARLYWARNINGFORCONTROLOFSTRUCTURES WITHMAGNETORHEOLOGICALDAMPERS SEMIACTIVEVIBRATIONCONTROLOFBUILDINGSUSINGMR DAMPERS:NUMERICALANDEXPERIMENTALVERIFICATION.

1594

BrazCsarM.T.,BarrosR.C.

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4 17:0018:30 T1.EngineeringSeismology/DesignGroundMotion 651 BurattiN.,SavoiaM. NONSTATIONARYARTIFICIALACCELEROGRAMSFOR NONLINEARANALYSISOFR.C.FRAMESTRUCTURES 5 17:0018:30 T3.SeismicPerformanceofBuildings/HistoricBuildingsandMonuments MortezaeiA.,KheyroddinA. ASSESSMENTOFSEISMICRESISTANCEOFAMASONRY 176 CHIMNEYSUBJECTEDTOEARTHQUAKELOADING 646 691 868 DeJongM.J. PREDICTINGROCKINGFAILUREUNDERSEISMICLOADING

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6 17:0018:30 T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems EbadiP.,GhomiS.S. EFFECTSOFSTEELGRADEONSEISMICPERFORMANCEOFX 462 BRACEDFRAMES 466 JazanyR.A.,KayhaniH.,HeidariP.S.,KhoobiH. CONSIDERINGPZSEISMICBEHAVIORINWUFBAND COVERPLATECONNECTIONS FULLSTRENGTHDESIGNOFSTEELCOLUMNBASEJOINTS: INFLUENCEOFMATERIALVARIABILITY SEISMICPERFORMANCESOFSTEELSTRUCTURESWITH SUPPLEMENTALDAMPING.NUMERICALSTUDIES. SEISMICRESPONSEOFASEMIRIGIDMOMENTRESISTING FRAMEUNDERFARANDNEARFIELDRECORDS SEISMICBEHAVIOUROFHYBRIDSTEELTRUSSEDCONCRETE BEAMS

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7 17:0018:30 T4.EarthquakeResistantEngineeringStructures/Bridges DAMAGEINDEXESOFANISOLATEDBRIDGEINMEXICO 1136 JaraJ.M.,MadrigalE.,JaraM.,OlmosB.A. 1143 elebiM. GOLDENGATEBRIDGERESPONSEAPRELIMINARYSTUDY WITHLOWAMPLITUDEDATAFROMTHREEEARTHQUAKES EARTHQUAKESAFETYEVALUATIONOFHIGHWAYBRIDGESBY OPERATIONALMODALTESTING PROBABILISTICSEISMICDEMANDMODELSFORMULTISPAN CONTINUOUSSTEELGIRDERBRIDGESUSINGFRACTIONAL ORDERINTENSITYMEASURES BIDIRECTIONALLOADINGHYBRIDTESTOFSQUARESECTION STEELPIERS

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7 17:0018:30 T4.EarthquakeResistantEngineeringStructures/Bridges 1336 BroglioS.,CrowleyH.,PinhoR. SIMPLIFIEDCAPACITYCURVESFORRCBRIDGES 1735 TubaldiE.,BarbatoM.,DallAstaA. BRIDGESWITHABUTMENTRESTRAINT:PROBABILISTIC SEISMICRESPONSEASSESSMENT

8 17:0018:30 T2.GeotechnicalEarthquakeEngineering/EarthquakeInducedSoilBehaviour LONGTERMEFFECTSOFSTRONGEARTHQUAKESHAKINGON 1893 TowhataI.,YamadaS.,ToyotaH.,QureshiM.U. SLOPEINSTABILITY;LESSONSFROMRECENTSEISMICEVENTS 1386 TnkG.,AnsalA. SELECTIONANDSCALINGOFGROUNDMOTIONRECORDS FORSITERESPONSEANALYSIS LOCALSITEEFFECTSANDSEISMICAMPLIFICATION PHENOMENONKKEKMECE,ISTANBUL 2DNUMERICALMODELLINGOFOBSERVEDAMPLIFICATION EFFECTSONACARBONATERIDGE:THECOLLEDIROIO(ITALY) CASEHISTORY MICROZONATIONOFTHELANDSLIDEPOTENTIALIN EARTHQUAKEPRONEREGIONSAPPLICATIONOFGIS METHODOLOGY

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6 15:0016:30 T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems 216 TarqueN.,CrowleyH.,VarumH.,PinhoR. SEISMICCAPACITYOFADOBEDWELLINGS 7 15:0016:30 T4.EarthquakeResistantEngineeringStructures/Bridges 1773 CarturanF.,PellegrinoC.,ZampelliniA.,Modena APROCEDUREFORTHEEVALUATIONOFTHESEISMIC C.,RossiR.,GastaldiM. VULNERABILITYOFBRIDGENETWORKS 1774 MorbinR.,PellegrinoC.,GrendeneM.,ModenaC. STRATEGIESFORSEISMICVULNERABILITYEVALUATIONOF COMMONRCBRIDGESTYPOLOGIES

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3 17:0018:30 T3.SeismicPerformanceofBuildings/CodesforDesignofBuildings 483 BraconiA.,BadalassiM.,SalvatoreW. MODELINGOFEUROPEANSTEELQUALITIESMECHANICAL PROPERTIESSCATTERINGANDITSINFLUENCEONEUROCODE 8DESIGNREQUIREMENTS 1598 DinuF.,NeaguC.,DubinaD. PERFORMANCECRITERIAFORDISSIPATIVESTEELPLATE SHEARWALLSSTRUCTURES INFLUENCEOFPANELZONEDESIGNPROCEDURESONTHE GLOBALRESPONSEOFSTEELMOMENTRESISTINGFRAMES SEISMICDESIGNMODIFICATIONFACTORSFORSTEELSMRFS FORUNIFORMCOLLAPSESAFETY TOWARDSABOUNDARYBETWEENSPECIALANDORDINARY STEELMOMENTRESISTINGFRAMESINTHEEGYPTIANCODE

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5 17:0018:30 T3.SeismicPerformanceofBuildings/Retrofitting 760 AkguzelU.,PampaninS. SEISMICUPGRADINGOFEXTERIORBEAMCOLUMNJOINTS USINGGFRP 6 17:0018:30 T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems GodaK.,AtkinsonG.M. SEISMICVULNERABILITYASSESSMENTOFWOODFRAME 183 BUILDINGSINSOUTHWESTERNBRITISHCOLUMBIA 190 LindtvandeJ.W.,PeiS.,PryorS.E. SEISMICTESTINGOFAFULLSCALEMIDRISEWOOD APARTMENTBUILDING SEISMICBEHAVIOUROFTIMBERSTRUCTURES SEISMICRESPONSEOFPOSTTENSIONEDTIMBERWALLS THEEFFECTOFJOINTFLEXIBILITYONTHESEISMICRESPONSE OFPOSTTENSIONEDLVLFRAMES THEINTRODUCTIONOFABUCKLINGRESTRAINEDBRACING SYSTEM

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8 17:0018:30 T2.GeotechnicalEarthquakeEngineering/SoilStructureInteraction 313 AkyolE.,SenG.,YlmazS.,TamaY.S.,KaplanH. WATERPROOFINGOFFOUNDATIONSOFEXISTINGBUILDINGS BYGROUTING 9 17:0018:30 T5.NewTechniquesandTechnologies/ExperimentalStudies LignolaG.P.,DiLudovicoM.,ProtaA.,ManfrediG. EXPERIMENTALPERFORMANCEOFCASTINPLACE 695 CONNECTIONSINSEISMICRESISTANTPRECASTREINFORCED CONCRETEFRAMES 811 YakutA.,Kazaz.,JusterLermitteS.,ChaudatT., RagueneauF.,DelaplaceA.,ScheerS.,DilerS., AtanasiuG.M.,CrijanovschiS. PopaV.,Co ofanaD.,PascuR.,PapurcuA. EXPERIMENTALANDNUMERICALINVESTIGATIONOFRC WALLBUILDINGSWITHTORSIONALEFFECTS

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SekiM.,PopaV.,CoofanD.,LozincE.,ChecA. EXPERIMENTALSTUDYONCONFINEDMASONRYSQUAT B.,VcreanuR. WALLS

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1 08:3009:15 KL5 FarzadNaeim 1 09:1510:00 CarlosSousaOliveira&AnibalCosta KL6

1 10:3012:00 T5.NewTechniquesandTechnologies/ExperimentalStudies 1866 TashkovLj.,KrstevskaL.,ShendovaV.,GavrilovicP. APPLICATIONOFTWOBASEISOLATIONTECHNIQUESFOR SEISMICPROTECTIONOFBYZANTINECHURCHESSHAKE TABLETESTSTUDIES 1847 BursiO.S.,CeravoloR.,DemarieG.V.,ErlicherS., MolinariM.,FragonaraL.Z. NONLINEARIDENTIFICATIONOFABENCHMARKSTEEL CONCRETECOMPOSITESTRUCTURESUBJECTEDTOPSEUDO DYNAMICTESTS REALTIMEHYBRIDTESTINGINGEOGRAPHICALLY DISTRIBUTEDLABORATORIES SMART2008PROJECTEXPERIMENTALTESTSRESULTSOFA REINFORCEDCONCRETEBUILDINGSUBJECTEDTORSION

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2 10:3012:00 T6.ManagingRiskinSeismicRegions/DisasterRiskAssessmentandManagement ErduranE.,CrempienJ.,LangD.H.,MolinaS., SENSITIVITYOFEARTHQUAKERISKMODELSTO 808 LindholmC.D. UNCERTAINTIESINHAZARD,EXPOSUREANDVULNERABILITY MODELS 1458 MenaHernandezU.,NavaTristanO.E.,Arzola NuoI.E.,TenaColungaA. KorkmazE.,AvlarE. RAPIDGUIDELINEFORSEISMICDAMAGEASSESSMENTOF POWERSECTORFACILITIES CONSTRUCTEDTEMPORARYHEALTHBUILDINGSAFTER EARTHQUAKESINTRKIYEANDINTHEWORLD:THE DEFICIENCIESANDPROBLEMS PROBABILISTICSEISMICRISKANALYSISOFEXISTING BUILDINGSINREGIONSWITHMODERATESEISMICITY ORGANIZATIONALMETAMODELFORHOSPITALEMERGENCY DEPARTMENT SEISMICLOSSASSESSMENTFORBUILDINGSAND INFRASTRUCTUREINGREATERCAIRO

879

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3 10:3012:00 T3.SeismicPerformanceofBuildings/Vulnerability YcelG.,ArunG. EARTHQUAKEANDPHYSICALVULNERABILITYFACTORS:CASE 201 STUDYAVCILARDISTRICT 236 245 SpenceR.J. KumarM.,BalI.E.,CrowleyH.,PinhoR. ARCHIVINGANDREASSESSINGEARTHQUAKEIMPACTDATA PERIODHEIGHTANDDISPLACEMENTCAPACITYEQUATIONS FOREMBEDDEDBEAMRCSTRUCTURES

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3 10:3012:00 T3.SeismicPerformanceofBuildings/Vulnerability 252 RekvavaP.,MdivaniK.,ArabidzeV. RELIABILITYOFMULTISTORYRCFRAMEBUILDINGSOF DIFFERENTSEISMICPERFORMANCELEVELS 343 PanagopoulosG.K.,PanagiotopoulosC.G.,Kappos DERIVATIONOFCAPACITYCURVESFORREINFORCED A.J. CONCRETEFRAMEANDDUALSTRUCTURES SenelS.M.,PalanciM.,KayhanA.H. SEISMICPERFORMANCEASSESSMENTOFEXISTINGPRECAST STRUCTURESINTURKEY PROBABILISTICCHARACTERIZATIONOFSTRUCTURAL DEMANDUNDEREARTHQUAKELOADINGREVISITINGTHE LOGNORMALITYASSUMPTION

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4 10:3012:00 T1.EngineeringSeismology/EarthquakeHazardAssessment DzeranovB.V.,ZaalishviliV.B.,MelkovD.A. MODERNSEISMICHAZARDASSESSMENTMETHODS(IN 679 EXAMPLEOFTHETERRITORYOFVLADIKAVKAZCITY) 991 RenaultP.,HeubergerS.,AbrahamsonN.A. PEGASOSREFINEMENTPROJECT:ANIMPROVEDPSHAFOR SWISSNUCLEARPOWERPLANTS ADJUSTINGTHEFRAGILITYANALYSISMETHODTOTHE SEISMICHAZARDINPUT:THEENERGYABSORPTIONMETHOD NEWSEISMICHAZARDMAPOFROMANIABYPROBABILISTIC ANDDETERMINISTICAPPROACHES,LINEARANDNONLINEAR ANALYSES PROBABILISTICSEISMICHAZARDASSESSMENTSTUDYFOR THEEASTERNCARIBBEANREGION ASSESSMENTOFPOSSIBLESEISMICEFFECTSONTHE TERRITORYOFTHEREPUBLICOFBELARUS

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6 10:3012:00 T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems GenesioG.,EligehausenR.,PampaninS. SEISMICASSESSMENTOFPRE1970SRCBEAMCOLUMN 225 JOINTS

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6 10:3012:00 T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems 308 FernandesC.,MeloJ.,RodriguesH.,VarumH., CYCLICBEHAVIOURANALYSISOFRCELEMENTSWITHPLAIN CostaA.,ArdeA. REINFORCINGBARS 309 KalmanT.,SigmundV.,arniR. EVALUATIONOFMASONRYPANELMODELSFORNONLINEAR ANALYSISOFINFILLEDR/CFRAMES NUMERICALANDEXPERIMENTALANALYSISOFARCSHEAR WALLSUBJECTEDTOSTRONG3DSEISMICMOTIONS DAMAGESUFFEREDBYRCBUILDINGSDURINGTHE2009 LAQUILAEARTHQUAKE,AGENERALOVERVIEWANDACASE STUDY SEISMICRESPONSEOFTHEHOSPITALFACILITIESDURINGTHE 2009ABRUZZIEARTHQUAKE

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7 10:3012:00 T4.EarthquakeResistantEngineeringStructures/Dams ZIPINGPURESERVOIRANDTHEWENCHUANEARTHQUAKE 1488 WielandM.,ChenH. 1489 WielandM.,ChenH. LESSONSLEARNTFROMOBSERVEDDAMAGEOFLARGE DAMSANDHYDROPOWERPROJECTSCAUSEDBYTHE WENCHUANEARTHQUAKEOFMAY12,2008 EXPERIMENTALACTIVITIESRELATEDTOINSITUTESTINGOF POWERPLANTSINQUEBEC,CANADAIZIISEXPERIENCE NONLINEARSEISMICANALYSISOFANAARAFFECTED CONCRETEDAMFOUNDEDONJOINTEDROCKMASS SEISMICDESIGNPARAMETERSFORLARGEDAMSICOLD METHOD COMPARISONOFDIFFERENTADVANCEDMETHODSFOR DETERMINATIONOFPERMANENTDISPLACEMENTSOF TAILINGSDAMSINEARTHQUAKECONDITION SHAKINGTABLETESTANDDYNAMICDEMANALYSISOF CONCRETEGRAVITYDAMSWITHPENETRATEDCRACKS

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8 10:3012:00 T2.GeotechnicalEarthquakeEngineering/SoilStructureInteraction ChouwN.,HaoH. MITIGATIONOFRELATIVEBRIDGEGIRDERMOVEMENT 351 EFFECTINSTRONGEARTHQUAKES 224 ChianS.C.,MadabhushiS.P.G. USEOFPIVANALYSISFORSOILDEFORMATIONSAROUNDA TUNNELINLIQUEFIABLESOILS NUMERICALSTUDYOFASHIELDTUNNELDRIVENINSOFT SATURATEDSOILWITHRESPECTTOEARTHQUAKELOADING

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8 10:3012:00 T2.GeotechnicalEarthquakeEngineering/SoilStructureInteraction 118 ErhanS.,DicleliM. EFFECTOFDYNAMICSOILSTRUCTUREINTERACTION MODELLINGASSUMPTIONSONSEISMICANALYSISOF INTEGRALBRIDGES 106 AzadiM. THEEFFECTOFCEMENTATIONONSOILLIQUEFACTIONAND THEINFLUENCEOFTHISFACTORONSOILTUNNEL INTERACTION

9 10:3012:00 T3.SeismicPerformanceofBuildings/CodesforDesignofBuildings TataieL.,BrunM.,ReynouardJ.M. MODALPUSHOVERPROCEDURESFORSEISMICEVALUATION 242 OFRCSTRUCTURES:USINGNEWNONLINEARSDFSYSTEMS 1221 MagliuloG.,CapozziV.,RamascoR. ONCODENONLINEARSTATICANALYSESAPPLIEDTOR/C FRAMES STRATEGIESFORIMPROVINGPERFORMANCEOF MULTISTORYASYMMETRICBUILDINGS OPTIMIZATIONOFSTEELSECTIONSACCORDINGTO EUROCODE3PROVISIONS CONSIDERINGPZDUCTILITYINHAUNCHCONNECTION SYSTEM INELASTICTORSIONOFR/CDUALLATERALLOADRESISTANT MULTISTORYBUILDINGSBUILDINGSCONSIDERING DIFFERENTTYPESOFECCENTRICITY 1

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p 14:0015:00 T3.SeismicPerformanceofBuildings/ArchitecturalIssues GeorgescuE.S.,GeorgescuM.S.,AlbotaE. TOWARDSAMULTIHAZARDENGINEERINGAND 240 ARCHITECTURALURBANISTICDESIGNINSEISMICZONESOF ROMANIA 719 BelashT.A.,BlinkowaK.V. THERESEARCHOFEARTHQUAKESTABILITYOFCIVIL BUILDINGSWITHVARIOUSCONSTRUCTIVEDECISIONSINTHE RESTRICTEDURBANCONDITIONS T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems TandeS.N.,PolC.B. SEISMICRESPONSEOFPOUNDINGANDIMPACTSUSCEPTIBLE BUILDINGS STRUCTURALPROPERTIESOFADOBEDWELLINGSINCUSCO FORSEISMICRISKASSESSMENT MODELINGOFSPATIALFRAMESTOSTUDYTHEEFFECTSOF THEVERTICALCOMPONENTOFNEARFAULTEARTHQUAKES EXPERIMENTALTESTSOFR/CFRAMESWITHMASONRYINFILL EFFECTOFWEBANDFLANGESLENDERNESSRATIOON SEISMICBEHAVIOROFRBSCONNECTIONS INVESTIGATIONOFSEISMICRESISTANCEOFMASONRY

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p 14:0015:00 T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems 502 ShimazakiK. EXPERIMENTALSTUDYONREINFORCEDCONCRETEDAMPERS USINGDEBONDEDDEFORMEDBARS T3.SeismicPerformanceofBuildings/Vulnerability 1819 GrajevciF.,StavileciM.,DumovaJovanoskaE. ANALYSISOFOBTAINEDRESULTSUPONVULNERABILITYOF EXISTINGBUILDINGSINPRISHTINA T3.SeismicPerformanceofBuildings/MaterialsandStructuralSystems ShooshtariA.,AfzaliH. EFFECTSOFTMDSYSTEMON15STORYR/CFRAME 797 RESPONSEUNDERGROUNDEXCITATION 814 AkbasB.,SiyahiB.,GokmenogluG.,GurbuzS. SOILEFFECTONHYSTERETICENERGYTOENERGYINPUT RATIOINNONLINEARSDOFANDMDOFSYSTEMS SEISMICANALYSISOFACONCENTRICALLYBRACEDSTEEL ASYMMETRICIRREGULARSTRUCTURE INELASTICMULTISTORYREGULARFRAMESBEHAVIOR EVALUATIONUSINGNONLINEARREGRESSIONS AVARIABLECOSTANALYSISOFPRESTRESSEDLAMINATED TIMBERSTRUCTURES LOWCYCLEFATIGUEPERFORMANCEOFGRADE8.8STEEL BOLTS PUSHOVERANALYSISOFR/CBUILDINGSUSINGAPLASTIC HINGENONLINEARAPPROACHMODELLINGISSUES NONLINEARANALYSISMETHODSFORREINFORCED CONCRETEBUILDINGSWITHSHEARWALLS SHEARBEHAVIOUREVALUATIONOFCONNECTIONSLAB CENTRIFUGALFORMEDSHELLPCCOLUMN APPROXIMATESOLUTIONOFTHEDYNAMICMODELOFA STRUCTUREWITHNONLINEARBEHAVIORUNDERHARMONIC LOAD SEISMICRELIABILITYASSESSMENTOFRCSTRUCTURESBASED ONDIFFERENTGROUNDMOTIONPREDICTIONMODELS TORSIONRESPONSEOFSYMMETRICSTRUCTURES COMPARATIVESTUDYONTHESEISMICBEHAVIOROFMRF SYSTEMSWITHSCBFANDEBFSYSTEMS ANOPTIMALCONTROLNUMERICALAPPROACHFOR ENVIRONMENTALLYDAMAGEDADJACENTSTRUCTURES SEISMICINTERACTION NUMERICALSTUDYOFTHESEISMICPERFORMANCEOFKNEE BRACEDFRAME

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2 15:0016:30 T6.ManagingRiskinSeismicRegions/DisasterRiskAssessmentandManagement 692 ChvezLpezG.,ZolfaghariM. NATURALCATASTROPHELOSSMODELING:THEVALUEOF KNOWINGHOWLITTLEYOUKNOW. 1212 NurtaevB.S.,KhakimovSh.A. SEISMICRISKOFCITIESOFUZBEKISTANANDWAYSOFITS REDUCTION COPULABASEDMODELINGOFAGGREGATESEISMICLOSSES FORTWOPORTFOLIOSOFBUILDINGS SEISMICVULNERABILITYANDDAMAGEASSESSMENTIN NAVARRE(NESPAIN)

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5 15:0016:30 T3.SeismicPerformanceofBuildings/Retrofitting 1004 DemeterI.,NagyGyrgyT.,StoianV.,DescuC.A., SEISMICPERFORMANCEOFPRECASTRCWALLPANELSWITH DanD. CUTOUTOPENINGS 1007 LignolaG.P.,ProtaA.,ManfrediG.,CosenzaE. NONLINEARREFINEDMODELLINGOFFRPCONFINEMENTON PRISMATICRCCOLUMNS SIMPLIFIEDANALYSISOFFRPCONFINEMENTONCIRCULAR ANDNONCIRCULARMEMBERS PSEUDODYNAMICTESTINGOFDEFICIENTRCFRAMES RETROFITTEDWITHPRECASTCONCRETEPANELS

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8 15:0016:30 T2.GeotechnicalEarthquakeEngineering/SoilStructureInteraction 1747 JosifovskiJ.,VitanovV.,vonEstorffO. PERFECTLYMATCHEDLAYERSANABSORBINGBOUNDARY CONDITIONFORELASTICWAVEPROPAGATION T2.GeotechnicalEarthquakeEngineering/EarthStructures 1168 MacedoJ.L.,ZutaJ.A.,AguilarZ. CALIBRATIONOFADYNAMICMODELFORYURACMAYO EARTHDAM 747 SadreddiniA.,DavoodiM. RESPONSEOFAROCKFILLDAMTOSPATIALLYVARYING EARTHQUAKEGROUNDMOTION

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