WEDNESDAY | 9:00 - 10:15 - Virtual walkway |
MONITOR 1 | ||||||||
AIM2 - MACHINE LEARNING AND AI METHODS FOR RISK ANALYSIS OF MAJOR HAZARD PROCESS FACILITIES | Convenors: F. Paolacci, O. Bursi, M. Fragiadakis | ||||||||
09:00 - 09:15 | MACHINE-LEARNING-BASED FRAGILITY CURVES FOR UNANCHORED LIQUID STORAGE TANKS M. Seyed Razzaghi, R. Pir Mohammad Jamaat, S. Miladi, A. Pir Mohammad Jamaat | |||||||
09:15 - 09:30 | HIGH-EFFICIENCY FRAGILITY ANALYSIS METHOD OF NPP EQUIPMENT BASED ON ADAPTIVE ANN H.Q. Liu, S.L. Chen | |||||||
09:30 - 09:45 | OPTIMIZING ROOFING DETERIORATION PREDICTION: A MACHINE LEARNING APPROACH ENHANCED BY GENETIC ALGORITHMS M. Al-Kasasbeh, R. Al mamlook, M. AlKasasbeh, M. Al-Ghadi, N. Halalsheh | |||||||
09:45 - 10:00 | LEVERAGING ARTIFICIAL INTELLIGENCE (AI) AND MACHINE LEARNING (ML) IN NATURAL HAZARDS ENGINEERING A. Shehadeh, O. Alshboul | |||||||
10:00 - 10:15 | HYPER-PARAMETER OPTIMIZATION OF DEEP CONVOLUTIONAL NEURAL NETWORK FOR ROAD PAVEMENT CRACK DETECTION M. Al-Kasasbeh, R. AlJaraedah, G. Almasabbha, R. Al mamlook | |||||||
MONITOR 2 | ||||||||
ASR6 - REPAIR & STRENGTHENING OF RC STRUCTURES: BEHAVIOUR, MODELLING AND DESIGN OF INTERFACES | Convenors: V. Palieraki, E. Vintzileou | ||||||||
09:00 - 09:10 | STRENGTHENING OF EXISTING RC FLOORS BY GLUED SLAB WITH G-FRP MESH A.P. Piccolo, D. Brigante, F. Fabbrocino, A. Formisano | |||||||
09:10 - 09:20 | LATTICED STEEL JACKETING FOR STRENGTHENING REINFORCED CONCRETE COLUMNS S.M. Alcocer, J. Andrade, S. Palma, V. González, J. Alcaraz Vãsquez, A. Gomez-Diaz, K. Sosa, D. Muriã Vila, E. Vasquez | |||||||
09:20 - 09:30 | RC T-BEAMS STRENGTHENED WITH STEEL-REINFORCED UHPC UNDER NEAR-FAULT AND FAR-FAULT GROUND MOTIONS: A NUMERICAL STUDY Y. Haryanto, H. Hu, F. Hsiao, A.L. Han, L. Nugroho, M. Wu, C. Lin, H. Prasetijo | |||||||
09:30 - 09:39 | EXPERIMENTS AND MODELING OF CONCRETE CONFINED WITH BASALT TEXTILE REINFORCED MORTAR C. Wan, J. Wang | |||||||
09:39 - 09:48 | DEVELOPMENT OF NONLINEAR SEISMIC MODELING PARAMETERS FOR DRIFT AND FLEXURAL CAPACITY OF FRP JACKETED CONCRETE COLUMNS W. Ghannoum, S. Brena, I. Kim, J. Dukes, S. Sattar | |||||||
09:48 - 09:57 | STRUCTURAL PERFORMANCE OF HIGH STRENGTH STEEL FIBER REINFORCED CONCRETE COLUMNS Y. Ishikawa, H. Nakagawa | |||||||
09:57 - 10:06 | THIN AND LIGHTLY REINFORCED CONCRETE PANELS RETROFITTED WITH CFRP J. Carrillo, D. Rodriguez, C. Blandon, R. Bonett | |||||||
10:06 - 10:15 | EVALUATION OF SEISMIC PERFORMANCE OF HIGHWAY BRIDGE PIER RETROFITTED USING FE-SMA STRIPS M. Sarmah, A. Dutta, S.K. Deb | |||||||
MONITOR 3 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
09:00 - 09:11 | SEISMIC ASSESSMENT OF AN EXISTING RC FRAME BUILDING IN MONTENEGRO RETROFITTED BY FRP MATERIALS I. Drobnjak, J. Pejovic | |||||||
09:11 - 09:22 | 3-D CONTROL SYSTEMS FOR EXISTING STRUCTURES D. Siepe, P. Nawrotzki, F. Bottoni | |||||||
09:22 - 09:33 | DISSIPATIVE EXOSKELETONS BASED ON SELF-CENTERING SMA DAMPERS FOR SEISMIC RETROFIT OF RC BUILDINGS M. Ferraioli, O. Pecorari, A. Diana, S. Verde | |||||||
09:33 - 09:44 | DETAIL SEISMIC PERFORMANCE EVALUATION OF EXISTING RC BUILDING IN DHAKA & SUITABLE RETROFIT TECHNIQUE R.K. Biswas, M. Seki, Y. Nakajima, R. Islam, Kamruzzaman | |||||||
09:44 - 09:55 | SHEAR RESISTANCE MECHANISM AND SHEAR STRENGTH EVALUATION OF DISK SHEAR-KEY UNDER TENSILE FORCE Y. Ishida, H. Sakata, Y. Takase, Y. Maida, T. Sato, M. Kubota | |||||||
09:55 - 10:05 | SEISMIC PERFORMANCE ASSESSMENT OF LOW-RISE SOFT-STORY RESIDENTIAL BUILDING WITH UPPER SHEAR WALLS J. Lee, Y. Chu, T. Kim, J. Choi, W. Yi | |||||||
10:05 - 10:15 | BOND STRENGTH OF POST-INSTALLED ANCHOR WITH CEMENT-BASED ADHESIVE CONSTRUCTED BELOW FREEZING T. Abe, G. Orita, S. Ando, Y. Takase | |||||||
MONITOR 4 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
09:00 - 09:11 | LESSONS LEARNED FROM TWO DECADES OF SEISMIC RETROFIT PROGRAM IMPLEMENTATION IN BC, CANADA C. Ventura, A. Bebamzadeh, M. Fairhurst, G. Taylor, J. Sherstobitoff, T. White, L. Rowley, A. Chen | |||||||
09:11 - 09:22 | AN EXPERIMENTAL STUDY INTO THE SEISMIC BEHAVIOR OF STRENGTHENED CONCRETE COLUMNS N. Nick, M.G. Vetr, H. Nick, M. sherafati | |||||||
09:22 - 09:33 | ENHANCING SEISMIC RESILIENCE OF RC FRAME STRUCTURES THROUGH OPTIMAL PLACEMENT OF FRP JACKETS G. Mahdavi, K. Nasrollahzadeh, M.A. Hariri-Ardebili | |||||||
09:33 - 09:44 | MODELING PROPOSAL FOR EXTERIOR RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE MATERIALS M. Bagnoli, E. Grande, M. Imbimbo, A. Napoli, R. Realfonzo | |||||||
09:44 - 09:55 | CHARACTERISTICS BY FORCED VIBRATION TEST BEFORE AND AFTER THE REINFORCEMENT OF EXISTING BUILDING. T. Hiwatashi | |||||||
09:55 - 10:05 | CODE REVIEW FOR SEISMIC STRENGTHENING OF FACILITIES WITH NUCLEAR SAFETY-RELATED FUNCTIONS M. Asinari, M. Tan, L. Denholm | |||||||
10:05 - 10:15 | CONFINEMENT LENGTH RECOMMENDATIONS FOR RETROFIT OF RC COLUMNS E. Vafaeihosseini, A. Suselo, A. Matamoros | |||||||
MONITOR 5 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
09:00 - 09:11 | DESIGN OF EXOSKELETAL REINFORCEMENTS VIA TOPOLOGY OTPIMIZATION G. Gabbianelli, P. Venini | |||||||
09:11 - 09:22 | APPLICABILITY LIMITS FOR LINEAR ANALYSIS PROCEDURES IN ASCE 41 M. Najarian, A. Matamoros | |||||||
09:22 - 09:33 | FULFILLMENT OF SERVICEABILITY CRITERIA FOR SUBSTANDARD RC BUILDINGS RETROFITTED WITH STRUCTURAL WALL A. Simsek, O. Yurdakul, B. Duran, O. Tunaboyu, O. Avsar, S. Yildirim | |||||||
09:33 - 09:44 | GLOBAL SEISMIC PERFORMANCE OF EXISTING BUILDING AFTER RETROFITTING ONE SIDE PERIMETER COLUMNS N. Peddaprolu, T. Niharika, P.K. Ramancharla | |||||||
09:44 - 09:55 | INFLUENCE OF OPENINGS AND STRENGTHENING METHODS ON SHEAR STRENGTH OF RC WALL SPECIMENS J. Monical, H. Lai, H. Yoshida, Z. Tafheem, M. Maeda, M. Seki, M. Sato, N. Aizawa, Y. Ogata | |||||||
09:55 - 10:05 | LOSS ESTIMATION BY EMPLOYING THE CRACK WIDTH DISTRIBUTION CHARACTERISTICS OF RC STRUCTURAL MEMBERS N. Takahashi, D. Tsuka | |||||||
10:05 - 10:15 | MITIGATION OF RESIDUAL DRIFT OF NON-DUCTILE RC FRAME WITH YIELDING DAMPER B.D.N. Deo, S. Kumar, R.M. Oinam | |||||||
MONITOR 6 | ||||||||
BCI8 - THE RENAISSANCE OF ACCELERATED BRIDGE CONSTRUCTION: THE EASIEST PATHWAY TO BUILD SEISMIC RESILIENCE | Convenors: A. Palermo, M. Mashal | ||||||||
09:00 - 09:10 | EVALUATION OF BOND STRENGTH IN CONCRETE BRIDGES WITH NOVEL MATERIALS THROUGH MACHINE LEARNING MODELS L.A. Bedrinana, M. Acharya, J. Cantrell, M. Mashal | |||||||
09:10 - 09:20 | TOWARDS SEISMIC RESILIENCE OF PRECAST COLUMN-TO-PILE SHAFT ASSEMBLIES AMID CLIMATE CHANGE H. He, M. Xu, C. Yang | |||||||
09:20 - 09:30 | SIDE SHEAR STRENGTH OF MEMBER SOCKET CONNECTIONS FOR PRECAST BRIDGE CONCRETE SUBSTRUCTURE ELEMENTS C.N. Luong, C. Yang, M. Ezzeldin | |||||||
09:30 - 09:39 | DEVELOPMENT OF A MULTIPLE STEEL PIPE BRIDGE PIER INTEGRATED WITH PILE FOUNDATION K. Kodama, Y. Soga, T. Ando | |||||||
09:39 - 09:48 | EXPERIMENTAL STUDIES ON SEISMIC PERFORMANCE OF PREFABRICATED CIRCULAR HOLLOW BRIDGE COLUMNS W. Wei, C. Shao, W. Zhuang | |||||||
09:48 - 09:57 | NUMERICAL ANALYSIS ON SEISMIC PERFORMANCE OF PRECAST BRIDGE PIERS WITH PEDESTAL CONNECTION J. Zhang, Z. Wang, Z. Wu | |||||||
09:57 - 10:06 | SEISMIC PERFORMANCE OF DIGITALLY FABRICATED SEGMENTAL CONCRETE COLUMNS S. Raza, Z. Triantafyllidis, M. Shahverdi | |||||||
10:06 - 10:15 | SEISMIC RESPONSE OF UNBONDED PRECAST POST-TENSIONED BRIDGE PIERS WITH MULTI-ROCKING INTERFACES Y. Shen, F. Freddi, J. Li | |||||||
MONITOR 7 | ||||||||
CMS9 - LOCAL MECHANISMS IN EXISTING MASONRY STRUCTURES: NUMERICAL AND EXPERIMENTAL ASSESSMENT, RETROFITTING | Convenors: C. Casapulla, M.F. Funari,, B. Pulatsu | ||||||||
09:00 - 09:10 | FRAGILITY MODELS FOR OUT OF PLANE BEHAVIOUR OF URM WALLS G. Salamida, N. Buratti | |||||||
09:10 - 09:20 | CRITERIA FOR IDENTIFYING VULNERABILITY CLASSES AND FRAGILITY CURVES FOR ROCKING CHURCH FAÇADES L.U. Argiento, C. Casapulla, F. Ceroni | |||||||
09:20 - 09:30 | ANALYTICAL DERIVATION OF FRAGILITY CURVES OF THE FACADE OVERTURNING MECHANISM FOR MASONRY CHURCHES V. Follador, E. Cescatti, F. da Porto | |||||||
09:30 - 09:40 | SEISMIC VULNERABILTY OF MASONRY CHURCH FACADES B. Ferracuti, S. Imperatore, G.P. Lignola | |||||||
09:40 - 09:50 | EXPEDITIOUS METHODS FOR THE OUT-OF-PLANE SEISMIC SAFETY ASSESSMENT OF URM WALLS V. Bernardo, A. Campos Costa, P. B. Lourenco | |||||||
09:50 - 10:00 | A NEW APPROACH FOR THE SEISMIC DYNAMICS OF MASONRY STRUCTURES M. Como, S. Coccia | |||||||
10:00 - 10:10 | MODELLING THE DYNAMIC OUT-OF-PLANE TWO-WAY BENDING SEISMIC RESPONSE OF UNREINFORCED MASONRY WALLS S. Sharma, F. Graziotti, F. Messali | |||||||
10:10 - 10:20 | SEISMIC VULNERABILITY ASSESSMENT OF URM WALLS RESTRAINED BY DISSIPATIVE TIES F. Solarino, M. Sassu, O. AlShawa, D. Brigante, L. Giresini | |||||||
MONITOR 8 | ||||||||
CMS9 - LOCAL MECHANISMS IN EXISTING MASONRY STRUCTURES: NUMERICAL AND EXPERIMENTAL ASSESSMENT, RETROFITTING | Convenors: C. Casapulla, M.F. Funari,, B. Pulatsu | ||||||||
09:00 - 09:10 | ESTIMATION OF HYSTERESIS CHARACTERISTICS OF MASONRY WALLS SUBJECTED TO IN-PLANE ROCKING BEHAVIOR H. Choi, C. Quan, K. Jin | |||||||
09:10 - 09:20 | INTERLOCKING EFFECTS OF MASONRY WALLS ON THEIR OUT-OF-PLANE FAILURE USING RIGID MACRO-BLOCK MODEL C. Casapulla, A. Castagnone, G. Nitti, L. Borgesa, D. Seni | |||||||
09:20 - 09:30 | OUT-OF-PLANE CAPACITY OF ARCHAEOLOGICAL RUINS IN POMPEII: MORPHOLOGICAL AND TYPOLOGICAL ISSUES A. Maione, G. De Martino, C. Casapulla, M. Di Ludovico, F. Ceroni | |||||||
09:30 - 09:40 | THE ROLE OF LATERAL WALLS IN THE ACTIVATION OF ROCKING MECHANISMS OF UNREINFORCED MASONRY FACADES L. Giresini, B. Panto, C. Casapulla | |||||||
09:40 - 09:50 | OUT OF PLANE FAILURE ANALYSIS OF UNREINFORCED MASONRY USING DISCRETE ELEMENT METHOD C. Canditone, B. Pulatsu, F. Parisi | |||||||
09:50 - 10:00 | NONLINEAR STATIC ANALYSIS OF A SCALED MASONRY ARCH SUBJECT TO VERTICAL SETTLEMENTS AND LATERAL LOADS C. Ferrero, F. Portioli, C. Calderini | |||||||
10:00 - 10:10 | SENSITIVITY STUDY OF MATERIAL PARAMETERS USED FOR MASONRY MICRO-MODELLING OF STONE MASONRY T. Cross, L. Syrett, F. De Luca, R. De Risi, M. Schildkamp | |||||||
10:10 - 10:20 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
CMS9 - LOCAL MECHANISMS IN EXISTING MASONRY STRUCTURES: NUMERICAL AND EXPERIMENTAL ASSESSMENT, RETROFITTING | Convenors: C. Casapulla, M.F. Funari,, B. Pulatsu | ||||||||
09:00 - 09:10 | IDEALIZED FORCE-DISPLACEMENT CURVE OF MASONRY WALLS STRENGTHENED WITH REINFORCED CONCRETE OVERLAY M. Soltani Mohammadi | |||||||
09:10 - 09:20 | ASSESSMENT AND RESTORATION OF THE EARTHQUAKE DAMAGED HISTORIC NERANTZIA CASTLE OF KOS IN GREECE C. Spyrakos, D. Kokkinakos, D. Chiotis | |||||||
09:20 - 09:30 | REVIEW ON THE PREDICTIVE RELATIONS ABOUT THE IN-PLANE BEHAVIOR OF I-SHAPED AND SHOTCRETED URM WALLS A. Davoodi, H. Shakib, M. Yekrangnia | |||||||
09:30 - 09:40 | NUMERICAL STUDY OF MASONRY WALL PANELS SANDWICHED BETWEEN ECC LAYERS S. kumar, D.C. Rai | |||||||
09:40 - 09:50 | SEISMIC PERFORMANCE ENHANCEMENT OF A 200 YEARS OLD UNREINFORCED MASONRY HERITAGE BUILDING IN JAKARTA S. Wijanto, T. Andriono, D. Setiawan, J. A. Tanudjaja | |||||||
09:50 - 10:00 | PERFORMANCE EVALUATION OF MASONRY WALL WITH JUTE FIBER SHEET REINFORCED FERRO-CEMENT M. S C, A. Ullegaddi, P. Dhani, Z. Nawaz Md, V. More | |||||||
10:00 - 10:10 | JOINT REPOINTING MASONRY FOR SEISMIC RETROFITTING IN EXISTING BUILDINGS S. Churilov, E. Dumova-Jovanoska, V. Shendova, L. Krstevska, B. Damchevski, D. Janchev | |||||||
10:10 - 10:20 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
CMS11 - INNOVATIVE SOLUTIONS IN MASS TIMBER CONSTRUCTION:ALTERNATIVES TO CONVENTIONAL PLATFORM CONSTRUCTION | Convenors: A. Palermo, M. Li | ||||||||
09:00 - 09:09 | CALIBRATION OF RECENT TIMBER EXPERIMENTS WITH “DOWELTYPE” HYSTERETIC MODEL H. Dong, J. Tao, X. Wang, J. Luo | |||||||
09:09 - 09:18 | INFLUENCE OF CONSTRUCTION METHODS ON THE LATERAL BEHAVIOUR OF CLT-GLULAM HYBRID STRUCTURAL SYSTEMS X. Wang, M. He, Z. Li | |||||||
09:18 - 09:27 | INTELLIGENT DAMAGE RECOGNITION OF TIMBER STRUCTURE CONNECTIONS BASED ON X-RAY DIGITAL RADIOGRAPHY J. Luo, Z. Yang, K. Ren, Y. Cheng, Z. Sui, X. Wang, H. Dong | |||||||
09:27 - 09:36 | NUMERICAL MODELLING OF LOW-DAMAGE POST-TENSIONED SINGLE, DOUBLE AND C-SHAPED CLT SHEAR WALLS F. Chen, M. Li, Z. Li, J.R. Brown | |||||||
09:36 - 09:45 | PROPOSAL OF AN ANALYTICAL MODEL FOR A CLT WALL AND STEEL FRAME HYBRID STRUCTURE A. Minegishi, A.G. Aljuhmani, M. Maeda, E. Atsuzawa, K. Tsuda, R. Takahashi, Y. Goto, N. Matsumoto, J. Sakuta | |||||||
09:45 - 09:54 | SEISMIC LOSS AND DOWNTIME ASSESSMENT OF CLT SHEAR-WALL AND GLULAM MOMENT-RESISTING FRAME SYSTEM B.T. Teweldebrhan, B.T. Teweldebrhan, S. Tesfamariam | |||||||
09:54 - 10:03 | SEISMIC PERFORMANCE EVALUATION OF BALLOON-TYPE CONVENTIONAL AND RESILIENT CLT SHEAR WALLS T. Yang, A. Ghahremani Baghmisheh, M. Li, S. Lepine-Lacroix, S. Fathizadeh | |||||||
10:03 - 10:12 | SEISMIC PERFORMANCE OF BALLOON-TYPE COUPLED CLT SHEAR WALLS WITH HIGH-CAPACITY SCREWED HOLD-DOWNS K. Krauss, B. Moerman, M. Li, F. Lam, T.Y. Yang | |||||||
10:12 - 10:21 | STEEL BAR-TIMBER COMPOSITE BEAM-COLUMN CONNECTION ADOPTING STEEL DAMPER Y. Shimoirisa, M. Nakamura, Y. Kondou, S. Shioya | |||||||
MONITOR 11 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
09:00 - 09:09 | SELECTION OF EARTHQUAKE GROUND MOTION RECORDS BASED ON ACCELERATION SPECTRUM IDENTIFICATION K. Todorov, L. Lazarov | |||||||
09:09 - 09:18 | MATCHING METHOD OF GROUND-MOTION RESPONSE SPECTRUM AND PGV BASED ON THE WAVELET FUNCTION W. Shan, Z. Yushan, Z. Fengxin, Y. Hongbing, Z. Yujie, Y. Jia, L. Peixuan | |||||||
09:18 - 09:27 | CORRELATION BETWEEN PSEUDO-SPECTRAL ACCELERATION AND GROUND MOTION DURATION M. Largent, J. Watson-Lamprey | |||||||
09:27 - 09:36 | GROUND MOTION SELECTION AND SCALING CONSIDERATIONS FOR THE CFS-NHERI CAPSTONE 10-STORY BUILDING SPECIMEN J. Zhang, A. Singh, M. Eladly, S. Marcinek, S. Guha, K. Peterman, B. Schafer, T. Hutchinson | |||||||
09:36 - 09:45 | NEED TO COMPLY WITH RECENT STRONG MOTION RECORDS: FUTURE DIRECTIONS OF BIS DESIGN L.G. Guidi, D. Michelino, P. Sorrentino, G. Brandonisio, A. De Luca | |||||||
09:45 - 09:54 | CHARACTERIZATION METHODS OF THE SPATIAL SEISMIC INTENSITY DISTRIBUTIONS T. Kimura, W. Suzuki, H. Kubo, S. Akagi, R. Suzuki | |||||||
09:54 - 10:03 | SPECTRAL-VELOCITY-BASED INTENSITY MEASURES: A NEW PROPOSAL TO IMPROVE SEISMIC RISK ASSESSMENT A.M. Zapata-Franco, Y.F. Vargas-Alzate, R. Gonzalez-Drigo, L.G. Pujades | |||||||
10:03 - 10:12 | IMPROVED CHARACTERIZATION OF RESPONSE SPECTRAL ORDINATES ON SOFT SOILS FOR SEISMIC RISK ANALYSIS J. Bantis, E. Miranda, P. Heresi | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
09:00 - 09:09 | A NOVEL PROCEDURE TO ESTIMATE BASE OUTCROP MOTIONS IN TIME DOMAIN BASED ON VERTICAL ARRAY RECORDS A. Nozu | |||||||
09:09 - 09:18 | SPATIAL ANALYSIS OF DIRECTIONALITY AND PULSE-CHARACTERISTICS OF TURKIYE FEB 2023 GROUND MOTIONS B. Abdo, M. Hachem, B. Tayba, Y. Hachem | |||||||
09:18 - 09:27 | CASE HISTORY OF NONLINEAR SITE RESPONSE ANALYSIS AND ITS SIGNIFICANCE IN NORTHERN CALIFORNIA, USA J. Lee, A. Bayudanto, M. Yazdi, W. Rong, M. Walker | |||||||
09:27 - 09:36 | GROUND MOTION SELECTION USING CMS EMPLOYING A NOVEL COST FUNCTION TO CAPTURE STRUCTURAL FAILURE MODE D. Samadian, I.B. Muhit, N. Dawood | |||||||
09:36 - 09:45 | CAUSAL PARAMETERS IN GROUND MOTION SELECTION FOR DYNAMIC ANALYSIS OF MARINE LAND RECLAMATION EDGE STRUCTURES J. Dismuke, K. Moyaert, O. Numanoglu, A. Van de Sijpe | |||||||
09:45 - 09:54 | DEVELOPMENT OF THE DESIGN GROUND MOTION FOR THE CHEKUALIN FAULT USING A DETERMINISTIC APPROACH Y.W. Chang, J.Y. Huang, Y.Y. Wang, H.J. Liu, C.L. Wu, C.C. Chou | |||||||
09:54 - 10:03 | REDUCTION OF DESIGN SPECTRA TO ACCOUNT FOR KINEMATIC INTERACTION EFFECTS DUE TO FOUNDATION EMBEDMENT R. Paolucci, M. Corigliano, R. Figini, V.M. Hernández-Aguirre | |||||||
10:03 - 10:12 | CHARACTERIZING GROUND MOTIONS USING CONTINUOUS WAVELET TRANSFORMS WITH OPTIMIZED WAVELET PARAMETERS Y.X. Liu, X.Z. Cui, H.P. Hong | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
GRM2 - CHARACTERIZING SEISMIC INPUT FOR ENGINEERING APPLICATIONS | Convenors: E. Zuccolo, G. O’Reilly | ||||||||
09:00 - 09:09 | CONSTRUCTION OF CONDITION SPECTRUM (CS) FOR CHINA MAINLAND K. Ji, Z.j. Yue, W.Y. Wang, Y.f. Ren, R.Z. Wen | |||||||
09:09 - 09:18 | ON A NEW NON-GAUSSIAN PHENOMENON IN THE EARTHQUAKE MOTION PHASE OBTAINED FROM OBSERVED ACCELERATION T. Sato | |||||||
09:18 - 09:27 | UNIFIED ENERGY-TIME-FREQUENCY DISTRIBUTION MODEL FOR GROUND MOTIONS Y. Dong, Q. Su, X. Xu, D. Fang, F. Guo | |||||||
09:27 - 09:36 | A COMPARATIVE STUDY ON THE OPTIMAL SAMPLING STRATEGIES OF MULTIVARIATE SPATIALLY AND TEMPORALLY CORRELATED GROUND MOTIONS L. Ma, Y. Li, C. Li, D. Ji, C. Zhai | |||||||
09:36 - 09:45 | GENERATING A COHERENCY FUNCTION THROUGH SEISMIC EVENT AT NUCLEAR POWER PLANT SITE J. Kim | |||||||
09:45 - 09:54 | DYNAMIC SSI EFFECT FOR BUILDINGS OF VARIOUS SOIL CONDITIONS BASED ON LONG-TERM STRONG-MOTION RECORDS J. Yamaguchi, H. Nakagawa, H. Liu, M. Nagano | |||||||
09:54 - 10:03 | FOURIER INTERPOLATION TO THE EXTERNAL FORCES FOR SEISMIC RESPONSE ANALYSES AND THE AVAILABILITIES M. Inukai | |||||||
10:03 - 10:12 | EFFECTS OF DIFFERENT SEISMIC HAZARD REFERENCE PERIODS ON SEISMIC PERFORMANCE OF BUILDINGS M. Ohbuchi, A. Fujii, M. Yoshizawa, F. Ozaki, Y. Mori | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
09:00 - 09:09 | STUDY OF ACTIVE CONTROL OF BASE ISOLATION SYSTEM SUBJECTED TO NEAR-FAULT PULSE GROUND MOTIONS S. Sakamoto, H. Fujitani, Y. Mukai, E. Sato | |||||||
09:09 - 09:18 | INFLUENCE OF SSI ON THE MECHANICAL AND DYNAMIC PROPERTIES OF SEISMIC ISOLATION SYSTEMS IN SOFT SOILS P.A. Castro, V.I. Fernandez-Davila | |||||||
09:18 - 09:27 | EVALUATION OF THE DYNAMIC PERFORMANCE OF ISOLATED STRUCTURES BASED ON STRONG MOTION OBSERVATION M. Ito, T. Kashima | |||||||
09:27 - 09:36 | COLLAPSE PERFORMANCE OF A SEISMICALLY ISOLATED BUILDING CONSIDERING DIFFERENCES MATHEMATICAL MODELS J. Chavez Aguirre, V. Kumar Golla | |||||||
09:36 - 09:45 | TECHNIQUES AND PROCEDURES FOR REBUILDING CASTELLUCCIO OF NORCIA ON A SEISMIC ISOLATED PLATE M. Mezzi, G. Fagotti, S. Nodessi Proietti, N. Alemanno, A. Fulco | |||||||
09:45 - 09:54 | OPTIMAL BASE ISOLATION PARAMETERS FOR RC BUILDING CONSIDERING MULTIPLE SEISMIC SCENARIOS S. Das, S. Das | |||||||
09:54 - 10:03 | DEVELOPMENT OF THREE-DIMENSIONAL ISOLATION SYSTEMS FOR FRAME STRUCTURES Y. Wang, Y. Shi, Q. Wang, Y. Ding, Z. Li | |||||||
10:03 - 10:12 | VERTICAL-ROCKING ISOLATION: FULL-SCALE SHAKING TABLE TESTS AND MODELING OF A 3000-LITER STORAGE TANK S. Reyes, M. Vassiliou, J.L. Almazan, N. Tapia, J. Colombo, J.C. de la Llera | |||||||
10:12 - 10:21 | OPTIMUM PROTECTION OF HOSPITAL TORRE SALAVADOR ZUBIRÃN IN MEXICO CITY BY ADAPTIVE BASE ISOLATORS P. Huber, F. Weber, L. Pinto | |||||||
MONITOR 15 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
09:00 - 09:09 | DEVELOPMENT OF LAYERED ISOLATION SYSTEM FOR LARGE HUB BUILDINGS Y. Ding, Y.Q. Dong, Y.D. Shi, Z.X. Li, B.S. You | |||||||
09:09 - 09:18 | INVESTIGATION OF COMBINED TRADITIONAL AND METAMATERIAL-BASED THREE-DIMENSIONAL ISOLATION SYSTEM S.R. Kumawat, M. Kumar, A. Laskar | |||||||
09:18 - 09:27 | DESIGN TRENDS ON SEISMICALLY ISOLATED BUILDINGS AFTER THE 1995 GREAT HANSHIN–AWAJI EARTHQUAKE M. Kobayashi, Y. Izawa | |||||||
09:27 - 09:36 | INTERMEDIATE ISOLATION SYSTEM (IIS) FOR EXISTING BUILDINGS: A DESIGN PROCEDURE F. Esposito, D. Faiella, E. Mele | |||||||
09:36 - 09:45 | NUMERICAL ANALYSIS OF THE INFLUENCE OF SEISMIC EXCITATION INTENSITY ON THE RESPONSE OF A SDOF VIBRO-IMPACT ISOLATION SYSTEM G. Perna, M. De Angelis, U. Andreaus | |||||||
09:45 - 09:54 | EXPERIMENTAL VERIFICATION OF A LARGE-SCALE SLIDING ISOLATOR WITH VARIABLE CURVATURE (SIVC) L.Y. Lu, X.L. Lai, S.J. Wang, C.Y. Lin, Y.C. Chiu | |||||||
09:54 - 10:03 | NUMERICAL MODELING AND VALIDATION OF A NEW FRICTIONAL ISOLATOR WITH IMPROVED LATERAL IMPACT BEHAVIOR G. Auad, J.L. Almazán | |||||||
10:03 - 10:12 | SEISMIC PERFORMANCE IN NORTHERN CHILE OF CHERENKOV LARGE SIZE TELESCOPES FOR GAMMA RAY ASTRONOMY C. Pettorruso, V. Quaglini, D. Rossi, E. Bruschi, A. Busatta, M. Mattioli | |||||||
10:12 - 10:21 | INNOVATIVE MECHANICAL DEVICE ENHANCING BASE ISOLATION PERFORMANCE AGAINST LONG-PERIOD EARTHQUAKES M. Saitoh | |||||||
MONITOR 16 | ||||||||
IDD12 - EXPERIMENTAL ASSESSMENT TECHNIQUES FOR SEISMIC ISOLATION AND ENERGY DISSIPATION DEVICES | Convenors: M. Furinghetti, A. Pavese, F. Ponzo, P. Dubini, D. De Domenico | ||||||||
09:00 - 09:09 | PUSH-AND-RELEASE TESTS OF HYBRID ISOLATION SYSTEMS: EXPERIMENTAL RESULTS AND MODEL CALIBRATION F. Micozzi, A. Poeta, L. Gioiella, L. Ragni, A. Dall Asta | |||||||
09:09 - 09:18 | A UNIFIED APPROACH TO SIMULATE THE UNIAXIAL HYSTERETIC BEHAVIOR EXHIBITED BY ELASTOMERIC BEARINGS N. Vaiana, L. Rosati | |||||||
09:18 - 09:27 | INNOVATIVE SETUP AND TESTING METHODOLOGY OF A NOVEL BIDIRECTIONAL ROTATION FRICTION DAMPER (BRFD) E. Grossi, R. De Risi, M. Zerbin, F. De Luca, A. Aprile | |||||||
09:27 - 09:36 | RETROFIT OF EXISTING MASONRY BUILDINGS THROUGH SEISMIC ISOLATION: RECENT APPLICATIONS IN ITALY S. Barone, R. Vetturini, W. Cecchini, L. Trombettoni | |||||||
09:36 - 09:45 | REAL-TIME HYBRID SIMULATION FOR INVESTIGATING THE SEISMIC PERFORMANCE OF LEAD RUBBER BEARINGS J. Park, M. Park, Y. Chae, C. Kim | |||||||
09:45 - 09:54 | APPLICATION OF SQUARE HOLLOW SECTION OUTER TUBE TO BRB USING MULTIPLE STEEL BAR CORES S. Zhang, H. Tagawa, X. Chen | |||||||
09:54 - 10:03 | ESTIMATION OF THE ISOLATION LAYER STIFFNESS BASED ON OBSERVED GROUND MOTION AND MAXIMUM DISPLACEMENT T. Miyauchi, T. Hirai, Y. Nagano | |||||||
10:03 - 10:12 | COMPRESSION-SHEAR LOADING TEST OF COMPLETELY RUPTURED LEAD RUBBER BEARING WITH A LARGE DIAMETER. R. Umemura, K. Kanazawa, T. Hiraki | |||||||
10:12 - 10:21 | DEVELOPMENT AND HYBRID TESTING OF RING SPRING SELF-CENTERING ENERGY DISSIPATIVE BRACES A. Hassan, J. Erochko, C. Flude, D. Lau | |||||||
MONITOR 17 | ||||||||
IDD12 - EXPERIMENTAL ASSESSMENT TECHNIQUES FOR SEISMIC ISOLATION AND ENERGY DISSIPATION DEVICES | Convenors: M. Furinghetti, A. Pavese, F. Ponzo, P. Dubini, D. De Domenico | ||||||||
09:00 - 09:09 | EXPERIMENTAL EVALUATION OF VARIOUS DEPENDENCES IN FULL-SCALE RUBBER BEARING UNDER DYNAMIC LOADING M. Kobayashi, K. Sakai, M. Kurosawa, S. Kishiki | |||||||
09:09 - 09:18 | OPTIMAL SET-UP CONFIRGUATION FOR TESTING STIFF ENERGY-DISSIPATING DEVICES UNDER LARGE DISPLACEMENTS G. Bozzo, L. Perez, E. Miranda, J. Báiran, L. Bozzo | |||||||
09:18 - 09:27 | EXPERIMENTAL RESEARCH OF ISOLATING RUBBER BEARINGS CONSIDERING THE EFFECT OF AMBIENT TEMPERATURE J. Dai, H. Pang, T. Jiang, Y. Yang, W. Bai | |||||||
09:27 - 09:36 | EXPERIMENTAL STUDY ON TEMPERATURE FIELD OF RUBBER BEARINGS CONSIDERING HEATING EFFECT OF LEAD CORE B. Xue, W. Lu, X. Ren, H. Zhang | |||||||
09:36 - 09:45 | LOW-COST TUNED MASS DAMPING LATERALLY SLIDING WITH STAINLESS STEEL BALLS AND SPRING-LOADED RESTRAINT V.R. Ramirez Marquez | |||||||
09:45 - 09:54 | RESILIENCE OF BUCKLING-RESTRAINED BRACES FABRICATED IN COLOMBIA BASED ON FATIGUE TESTING J. Oviedo-Amezquita, N. Jaramillo-Santana, C. Blandon-Uribe, A. Bernal-Zuluaga | |||||||
09:54 - 10:03 | SHAKE TABLE TEST OF A CAPABLE AND RESILIENT LATERAL SEISMIC ISOLATION SYSTEM FOR LONG-SPAN BRIDGES Z. Guan, J. Li | |||||||
10:03 - 10:12 | SHAKING TABLE TEST STUDY OF THE PERFORMANCE OF SEISMIC ISOLATION SYSTEM FOR A ULTRA HIGH VOLTAGE TRANSFORMER EQUIPMENT Z. Liu | |||||||
MONITOR 18 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
09:00 - 09:10 | QUASI-STATIC TESTING OF A DRIFT-SENSITIVE SUB-ASSEMBLY OF LOW DAMAGE NON-STRUCTURAL ELEMENTS R. Clement, R. Dhakal, G. De Francesco, R. Shrestha, M. Tripathi | |||||||
09:10 - 09:20 | SHAKE TABLE TEST OF A BALLOON FRAMED, COLD-FORMED STEEL FAÇADE WITH SLIDING DRIFT CLIPS W. Roser, K. Ryan, Y. Ji, S. Wynn, T. Hutchinson, C. Melcher, R. Belvin | |||||||
09:20 - 09:30 | OUTLINE OF STUDY AND SHAKING TABLE TESTS ON FUNCTION MAINTENANCE IN INDOOR SPACE DURING EARTHQUAKE E. Sato, H. Fukui, Y. Komatsu, K. Hayashi, K. Hamada | |||||||
09:30 - 09:40 | SHAKE-TABLE SEISMIC TESTING OF FLOOR-MOUNTING STEEL ANGLES FOR STEEL RACKS C.J. Bae, C.H. Lee, S.C. Jun | |||||||
09:40 - 09:50 | QUANTIFICATION OF INDOOR DAMAGE USING AN INDOOR SEISMIC MOTION EVALUATION SYSTEM H. Yoneda, M. Yoshizawa, C. Hamabe | |||||||
09:50 - 10:00 | NONSTRUCTURAL STIFFNESS ASSESSMENT IN INSTRUMENTED STEEL BUILDINGS T. Falborski, A. Kanvinde | |||||||
10:00 - 10:10 | SEISMIC PERFORMANCE EVALUATION OF RAIL-SUPPORTED RAISED ACCESS FLOOR SYSTEMS USING SHAKING-TABLE TEST J. Kang, B. Cho, D. Jung, J. Ju | |||||||
10:10 - 10:20 | PARAMETRIC APPROACH IN BIM ENVIRONMENT FOR SEISMIC DESIGN OF NONSTRUCTURAL ELEMENTS A. Lucchini, M. Giodice, F. Romeo | |||||||
MONITOR 19 | ||||||||
NSE1 - SEISMIC PERFORMANCE OF NON-STRUCTURAL ELEMENTS (SPONSE) | Convenors: G. Magliulo, G. Mosqueda, D. Perrone | ||||||||
09:00 - 09:10 | SEISMIC RESPONSE OF NONSTRUCTURAL COLD-FORMED STEEL FRAMED INTERIOR WALLS WITH EXPANSION JOINTS Y. Ji, K. Ryan, W. Roser, S.L. Wynn, T. Hutchinson, R. Belvin | |||||||
09:10 - 09:20 | AN EVALUATION OF THE SEISMIC DESIGN FOR DRYWALL SYSTEMS THROUGH BIM D. ilipinar, B.Ö. Ay, M.K. Pekericli | |||||||
09:20 - 09:30 | SEISMIC PERFORMANCE OF CFS NON-STRUCTURAL PARTITION R. Tartaglia, A. De Angelis, G. Maddaloni | |||||||
09:30 - 09:40 | INTERNAL PARTITION KITS: TOWARD A HARMONIZED APPROACH FOR THE ASSESSMENT OF THE SEISMIC CAPACITY O. Coppola, L. Nironi, G. De Luca, A. Franco, A. Bonati | |||||||
09:40 - 09:50 | IMPROVING NON-STRUCTURAL SEISMIC RESTRAINT IN CANADA J. Perrett, N. Babuik, D. Gam | |||||||
09:50 - 10:00 | SEISMIC SHEAR PERFORMANCE OF POWER ACTUATED FASTENERS IN LIGHT- AND NORMAL-WEIGHT CONCRETE A. Schultz, D. Amori, S. Overacker, P. Grzesik, C. Gill | |||||||
10:00 - 10:10 | PROBABILISTIC ANALYSIS OF SEISMIC CRACKS IN CONCRETE SLABS INTERACTING WITH POWER ACTUATED FASTENERS (PAF) A. Yousef, P. Spyridis, P. Grzesik, K. Bergmeister | |||||||
10:10 - 10:20 | STUDY ON TWO-DIMENSIONAL BEHAVIOR OF CHN-US STYLE CEILING M. Li, S. Motoyui, D. Sato | |||||||
MONITOR 20 | ||||||||
RES9 - ADVANCES IN SEISMIC RESILIENCE RESEARCH - COMMEMORATING 70TH ANNIVERSARY OF IEM, CEA | Convenors: T. Wang, S. Li, Z. Qu | ||||||||
09:00 - 09:15 | EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF PRECAST AUTOCLAVED AERATED CONCRETE PANEL WALL L. Xiong, Z. Wang, Z. Guan, X. Wang | |||||||
09:15 - 09:30 | RESILIENT STEEL FRAMES WITH NOVEL ENERGY-DISSIPATING AND RE-CENTERING BEAM-TO-COLUMN CONNECTIONS S. Zhang, H. Hou, B. Qu, Y. Liu | |||||||
09:30 - 09:45 | A ML-BASED SEISMIC DAMAGE EVALUATION OF RC FRAME–SHEAR WALL STRUCTURES IN URBAN BUILDING CLUSTERS R. Guo, X. Song, X. Cheng, Y. Li, H. Zhang, Z. Liang, S. Wang | |||||||
09:45 - 10:00 | EXPERIMENTAL STUDY OF SEISMIC BEHAVIOR OF A PRECAST CONCRETE BEAM-COLUMN JOINT WITH RESILIENCE Q. Ge, F. Xiong, Y. Liu, Y. Lu, Y. Zeng, J. Chen | |||||||
10:00 - 10:15 | SEISMIC RESILIENCE ASSESSMENT OF LONG-SPAN DECK CONCRETE-FILLED STEEL TUBE ARCH BRIDGE K. Du, J. Zhang, J. Ma, D. Wang, G. Nie | |||||||
MONITOR 21 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | DEVELOPMENT OF A BIDIRECTIONAL LOADING PROTOCOL FOR RC BEAM-COLUMN JOINTS BASED ON NON-LINEAR RHA S.L. Sagar, D.R. Sahoo, T.P. Anand, V.A. Matsagar | |||||||
09:15 - 09:30 | ONLINE PLATFORM TO EVALUATE THE NONLINEAR PERFORMANCE OF REINFORCED CONCRETE FRAMES AND MASONRY D. Novoa, O. Arroyo | |||||||
09:30 - 09:45 | SEISMIC ASSESSMENT OF A MIXED MASONRY-R.C. SCHOOL BUILDING. E. Saler, G. Scarabottolo, A. Caprino, F. da Porto | |||||||
09:45 - 10:00 | FAILURE MECHANISM AND LOAD BEARING CAPACITY OF A TYPICAL PRE-CODE WALL PANEL SYSTEM R. Jevtic Rundek, M. Uros, M. Demsic, M. Savor Novak, A. Pilipovic, J. Koscak | |||||||
10:00 - 10:15 | CHALLENGES WITH LAB TESTING FOR ASCE 41 PERFORMANCE-BASED ENGINEERING B. Maison, S. Chao | |||||||
MONITOR 22 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | COMPARISON OF METHODOLOGIES FOR QUANTIFICATION OF SEISMIC PERFORMANCE FACTORS IN US AND CANADA F. Fazileh, R. Fathi-Fazl | |||||||
09:15 - 09:30 | DUCTILITY-BASED DESIGN OF SECONDARY SEISMIC ELEMENTS IN REINFORCED CONCRETE STRUCTURES T. Caserini, L. Martinelli, C. Chesi | |||||||
09:30 - 09:45 | EVALUATION OF THE POUNDING ON THE COLUMNS OF A MID-RISE BUILDING IN TERMS OF SHEAR FORCE DEMANDS B. Dag, M. Borekci, H. Eroglu | |||||||
09:45 - 10:00 | HYSTERESIS BEHAVIOR ANALYSIS OF REINFORCED CONCRETE COLUMNS SUBJECTED TO VARYING AXIAL LOADS N. Kawano, M. Sakurai, H. Kanno | |||||||
10:00 - 10:15 | EVALUATING OF DIAPHRAGM EFFECTS ON SEISMIC PERFORMANCE OF STEEL STAGGERED TRUSS FRAMING STRUCTURES Z. Li, D. Gan, X. Zhou, B. Liu | |||||||
MONITOR 23 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
09:00 - 09:15 | LARGE-AMPLITUDE RESPONSES OF HYPOTHETICAL HIGH-RISE BUILDINGS TO OBSERVED NEAR-FIELD GROUND MOTIONS H. Yamamoto, H. Liu, M. Nagano | |||||||
09:15 - 09:30 | COMPONENT-LEVEL FRAGILITY FUNCTIONS WITH MULTIPLE SOURCES OF UNCERTAINTY M.A. Hariri-Ardebili, S. Sattar, C.L. Segura | |||||||
09:30 - 09:45 | MULTI-LEVEL OPTIMUM SEISMIC PERFORMANCE-BASED DESIGN OF RC FRAMES G. Dong, I. Hajirasouliha, K. Pilakoutas | |||||||
09:45 - 10:00 | NONLINEAR ANALYSIS OF FRAMES MESHED WITH BEAM-COLUMN ELEMENTS WITH MULTIPLE EMBEDDED PLASTIC HINGES G. Juarez Luna, A.U. Martínez Miranda, J.I. Tenorio-Peralta | |||||||
10:00 - 10:15 | LATERAL LOAD BEHAVIOUR OF GFRG-OGS BUILDING SYSTEMS G. Krishna S R, M. Prasad Anumolu, D. Menon | |||||||
MONITOR 24 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: R. Ditommaso | ||||||||
09:00 - 09:10 | VARIABILITY IN WAVE VELOCITY ESTIMATION FOR STRUCTURAL HEALTH MONITORING OF A STEEL FRAME BUILDING M. Rahmani, M.I. Todorovska, A. Barjani | |||||||
09:10 - 09:20 | STRUCTURAL HEALTH MONITORING SYSTEM BY CAMERA VISUAL METHOD. PART 1, ALGORITHM FOR CAMERA VISUAL METHOD Z. Duan, M. Yashima, R. Mishina, M. Cao, Y. Kito, G. Sato, Z. Yi, S. Xue, L. Xie | |||||||
09:20 - 09:30 | STRUCTURAL HEALTH MONITORING SYSTEM BY CAMERA VISUAL METHOD. PART 2, APPLICATION IN POSSIBLE BAD WEATHER M. Yashima, Z. Duan, R. Mishina, M. Cao, Y. Kito, G. Sato, Z. Yi, S. Xue, L. Xie | |||||||
09:30 - 09:40 | STRUCTURAL HEALTH MONITORING SYSTEM BY CAMERA VISUAL METHOD. PART 3, IMAGE ENLARGEMENT R. Mishina, Z. Duan, M. Yashima, M. Cao, Y. Kito, G. Sato, Z. Yi, S. Xue, L. Xie | |||||||
09:40 - 09:50 | RESEARCH ON THE INFLUENCE OF BUILDING SCALE AND BUILDING CONSTRUCTION ON EARTHQUAKE INPUT Y. Okada, H. Kajikawa, R. Shirai | |||||||
09:50 - 10:00 | THIRTEEN YEARS STRUCTURAL MONITORING OF A REINFORCED-CONCRETE OFFICE BUILDING WITH EMBEDDED BASEMENT K. Kanazawa, S. Kurita, R. Umemura | |||||||
10:00 - 10:10 | USING ENERGY SIGNATURES FOR SYSTEM IDENTIFICATION AND STRUCTURAL HEALTH MONITORING S. Bagchi, A. Bagchi | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 25 | ||||||||
SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES | Convenor: E.M. Tronci | ||||||||
09:00 - 09:10 | THE ESTABLISHMENT OF THE NATIONAL NETWORK TO MONITOR AND ASSESS THE DISASTER EFFECTS ON BUILDINGS A. Komec Mutlu, U. Mert Tugsal, A.A. Dindar, E. Ozturk, M. Pataci | |||||||
09:10 - 09:20 | VARIATION OF VIBRATION CHARACTERISTICS OF A REPEATEDLY DAMAGED PILE-FOUNDATION RC BUILDING K. Mitsuji, S. Ohno | |||||||
09:20 - 09:30 | TRACKING MODAL PARAMETERS USING SUBSPACE EXTRACTED FROM SEISMICALLY EXCITED STRUCTURES S. Huang, F. Chi | |||||||
09:30 - 09:40 | THREE-DIMENSIONAL SHAPE MEASUREMENT OF BEAM RESIDUAL DEFORMATION IN LARGE SCALE SHAKING TABLE TEST Y. Sato, J. Iyama, T. Akimitsu | |||||||
09:40 - 09:50 | VIBRATION CHARACTERISTICS OF GROUND AND BUILDINGS IN WORLD HERITAGE SITE NIJO-JO CASTLE R. Tsuda, R. Sugahara, Y. Hayashi | |||||||
09:50 - 10:00 | HYBRID PHYSICS-BASED AND DATA-DRIVEN MODEL UPDATING FOR STRUCTURAL ASSESSMENT VIA VIBRATION DATA E.M. Tronci, B. Moaveni, M. Song | |||||||
10:00 - 10:10 | STRAIN DETECTION BY IOT SENSING ON SOLAR POWER FOR REMOTE DAMAGE MONITORING AFTER EARTHQUAKES Y. Konishi, Y. Kawasaki, K. Inoue, S. Yamamoto | |||||||
10:10 - 10:20 | DYNAMIC CHARACTERISTICS AND RESPONSE PREDICTION OF A SEISMICALLY ISOLATED RETROFITTED SRC BUILDING M. Sakai, S. Shirinashihama, T. Masatsuki, Y. Kunimatsu, M. Shoji, N. Araki | |||||||
MONITOR 26 | ||||||||
TNM5 - MULTI-HAZARD RISK ASSESSMENT OF BUILDINGS AND BRIDGES | Convenors: R. Monteiro, F. Jalayer, F. Parisi | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | A DAMAGE-BASED PROCEDURE TO DEFINE STRUCTURAL CONDITION INDEXES FOR PRIORITIZING INTERVENTIONS ON EX P. Miglietta, D. Perrone, G. Blasi, M.A. Aiello | |||||||
09:15 - 09:27 | A CUTTING-EDGE REVIEW ON THE PERFORMANCE-BASED DESIGN OF BRIDGES IN A LIFE-CYCLE CONTEXT A. Al Hawarneh, M.S. Alam, R. Ruparathna, J.S. Pantazopoulou | |||||||
09:27 - 09:39 | CASCADING DAMAGE AND PERFORMANCE ASSESSMENT OF CONCRETE STRUCTURES UNDER EARTHQUAKE AND WIND HAZARDS J. Rimal, K. Zhong | |||||||
09:39 - 09:51 | FIRE FRAGILITY ASSESSMENT PROCEDURE FOR R.C. BRIDGES D. de Silva, A. Miano, F. Di Meglio, A. Prota, E. Nigro | |||||||
09:51 - 10:03 | A FRAMEWORK FOR THE URBAN SAFETY CHARACTERIZATION Q. Yue, Z. Shi, W. Cui, X. Liu, P. Deng, L. Zhou, F. Dong, Z. Xu, X. Lu | |||||||
10:03 - 10:15 | A MODEL FOR RAPID VULNERABILITY ASSESSMENT OF URM BUILDINGS IN URBAN CENTRES PRONE TO LIQUEFACTION A. Cruz, N. Chieffo, K. Shaghayegh, E. Sandoval, A. Ortiz, P. Lourenço | |||||||
MONITOR 27 | ||||||||
TNM5 - MULTI-HAZARD RISK ASSESSMENT OF BUILDINGS AND BRIDGES | Convenors: R. Monteiro, F. Jalayer, F. Parisi | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | INELASTIC RESPONSE OF BILINEAR SDOF SYSTEMS UNDER STRONG WIND AND EARTHQUAKE EXCITATION A. Athanasiou | |||||||
09:15 - 09:27 | LARGE SCALE VULNERABILITY ASSESSMENT OF ROADWAY BRIDGES B. Borzi, D. Bellotti, N. Eren, A. Famà, C.F. Manzini, P. Morandi, M.C. Pagano, D. Quaroni | |||||||
09:27 - 09:39 | MULTI-HAZARD DAMAGE ANALYSIS OF SELF-CENTERING BRIDGE PIERS UNDER SEISMIC AND IMPACT LOADING M. Chang, H. Wu, Y. Zhou | |||||||
09:39 - 09:51 | NOCTUA: EO-BASED PLATFORM TO SUPPORT RISK MITIGATION AND EMERGENCY MANAGEMENT I. Senaldi, C. Casarotti, B. Borzi, F. Bozzoni, A. Famà | |||||||
09:51 - 10:03 | PROBABILISTIC ASSESSMENT OF CONTAMINATION-INDUCED INSULATOR FLASHOVER RISK FOR LARGE UTILITIES G. Bhattacharjee, E. Jampole, A. Kemal | |||||||
10:03 - 10:15 | PHYSICAL VULNERABILITY OF BUILDINGS TO RAINFALL- AND EARTHQUAKE-INDUCED LANDSLIDES IN THE LISBON MA A. Cardoso, S. Pereira, T.M. Ferreira, R.A.C. Garcia, J.L. Zezere, R. Melo, T. Vaz, S.C. Oliveira, P. Pinto Santos, E. Reis | |||||||
MONITOR 28 | ||||||||
TNM5 - MULTI-HAZARD RISK ASSESSMENT OF BUILDINGS AND BRIDGES | Convenors: R. Monteiro, F. Jalayer, F. Parisi | ||||||||
09:00 - 09:03 | DISCUSSION | |||||||
09:03 - 09:15 | MULTI-HAZARD RISK AND RESILIENCE ASSESSMENT FOR THE EGNATIA ODOS HIGHWAY IN GREECE A. Chatzidaki, D. Vamvatsikos, M. Loli, A. Tsatsis | |||||||
09:15 - 09:27 | REDUCING THE IMPACT OF DISASTERS ON EDUCATION THROUGH RESILIENT INFRASTRUCTURE R. Fernandez, A. Parammal Vatteri, D. D Ayala | |||||||
09:27 - 09:39 | RISK ESTIMATION OF TSUNAMI CASUALTIES CONSIDERING DETERIORATION OF ROAD NETWORK FUNCTIONALITY N. Suzuki, M. Akiyama, Y. Fuse, K. Aoki, D. M. Frangopol, S. Koshimura | |||||||
09:39 - 09:51 | RISK-BASED BRIDGE DESIGN AND ASSESSMENT FOR COMBINED SEISMIC AND FIRE SAFETY A. Franchini, C. Galasso, J.L. Torero | |||||||
09:51 - 10:03 | A RATIONAL APPROACH FOR DECOUPLING VEHICLE-BRIDGE INTERACTION UNDER THE EFFECT OF EARTHQUAKE H. Homaei, C.D. Stoura, E.G. Dimitrakopoulos | |||||||
10:03 - 10:15 | RELIABILITY AND LIFE CYCLE COST ASSESSMENT FOR AGEING BRIDGES SUBJECTED TO SEISMIC ACTION H. Ebrahimian, A. Miano, F. Jalayer, L. Di Sarno, A. Prota |