SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES
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SHM1 - SEISMIC STRUCTURAL HEALTH MONITORING FOR CIVIL STRUCTURES |
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| MONDAY | ||||||||
| AMBER 3 | Convenors: M. Todorovska, D. Spina | ||||||||
| 10:30 - 10:40 | ASSESSING THE SENSITIVITY OF SEISMIC FRAGILITY CURVES TO MODELING ERRORS USING SHM AND DIGITAL TWINS K. Erazo | |||||||
| 10:40 - 10:50 | COMPARATIVE STUDY OF DISPLACEMENT MEASUREMENTS FROM SHAKING TESTS OF A FULL-SCALE 10-STORY BUILDING M. Saifullah, D. Skolnik, D.M. Dowden, K.H. Lotfizadeh, M. Franke, M. Ciudad-Real | |||||||
| 10:50 - 11:00 | AN ADAPTIVE MODAL FILTER FOR PERIODIC TRACKING OF FREQUENCY VARIATION IN ITALIAN SEISMIC OBSERVATORY D. Spina, F. Bocchi, G. Acunzo | |||||||
| 11:00 - 11:10 | DIGITAL TWIN FOR HERITAGE STRUCTURAL HEALTH MONITORING: FIRST EXPERIMENTAL TESTS. R. Machete, M. Ponte, A.P. Falcão, R. Bento | |||||||
| 11:10 - 11:20 | DAMPING RATIO ASSESSMENT FOR TWO FULL-SCALE OPERATIONAL ONSHORE WIND TURBINES T. Nunez Acuna, C. Ventura | |||||||
| 11:20 - 11:30 | MODEL-DRIVEN SEISMIC MONITORING OF PALAZZO DEGLI ELEFANTI IN CATANIA, ITALY M.G. Bruna Merani, D. Sivori, F. Bocchi, D. Spina, S. Cattari | |||||||
| 11:30 - 11:40 | STRUCTURAL HEALTH MONITORING OF A FULL-SCALE MASONRY BUILDING PROTOTYPE USING SMART BRICKS A. Meoni, A. D Alessandro, M. Mattiacci, G. Virgulto, N. Buratti, F. Ubertini | |||||||
| 11:40 - 11:50 | LOCALIZATION OF EARTHQUAKE-INDUCED STRUCTURAL DAMAGE USING OUTPUT FEEDBACK EIGENSTRUCTURE ASSIGNMENT M. Ulriksen, D. Bernal | |||||||
| MONITOR 22 | Convenor: P.F. Giordano | ||||||||
| 14:30 - 14:40 | DATA FUSION-BASED STRUCTURAL DISPLACEMENT ESTIMATION USING MOBILE PHONES X. Gao, X. Ji, S. Zhang | |||||||
| 14:40 - 14:50 | DAMAGE IDENTIFICATION METHODOLOGY FOR MID RISE SHEAR BUILDINGS C.M. Gonzalez Gutierrez, M.E. Ruiz Sandoval Hernandez, L.R. Fernandez Sola | |||||||
| 14:50 - 15:00 | EMPIRICAL-BASED METHOD FOR PREDICTING RESIDUAL INTER-STORY-DRIFT FROM MEASURED ACCELERATIONS S.H. Chao, Y.T. Huang, C.C. Hsu, C.C. Chou, C.H. Loh | |||||||
| 15:00 - 15:10 | CONTIUOUS SEISMIC HEALTH MONITORING OF CABLE-STAYED BRIDGE : IMPLEMENTATION AND DEMONSTRATION V.G.P. Mehta, H. Katsuchi, Y. Fujino | |||||||
| 15:10 - 15:20 | DISTRIBUTED EDGE INTELLIGENCE FOR STRUCTURAL SEISMIC RESPONSE PREDICTION F. Zhang, Y. Fu, J. Wang | |||||||
| 15:20 - 15:30 | DAMAGE DETECTION OF STEEL FRAME USING STRAIN VIBRATION MEASUREMENT IN LARGE SCALE SHAKING TABLE TEST Y.S. Tea, J. Iyama, W. Sano, S. Kimura, M. Sadamoto, J. Ono | |||||||
| 15:30 - 15:40 | STRAIN-RATES AS TRIGGERS OF NONLINEAR RESPONSE OF STRUCTURES A.L. Astorga N., P. Gueguen | |||||||
| 15:40 - 15:50 | ASSESSMENT OF DAMPING RATIO AND ROTOR'S VELOCITY INFLUENCE ON FULL-SCALE WIND TURBINE T. Nunez Acuna, C. Ventura | |||||||
| MONITOR 23 | Convenor: N.M. Caglar | ||||||||
| 14:30 - 14:40 | DEVELOPMENT OF DYNAMIC PROPERTIES DATABASE OF BUILDINGS AND LONG-TERM STRUCTURAL HEALTH MONITORING P. Warnitchai, N. Poovarodom, T. Ornthammarath | |||||||
| 14:40 - 14:50 | BUILDING VIBRATION CHARACTERISTICS BASED ON MANY SMALL AND MEDIUM EARTHQUAKE OBSERVATION DATA M. Abe, Y. Fukutomi, S. Ogasawara, Y. Suzuki, K. Kanda | |||||||
| 14:50 - 15:00 | NOVEL SHM SYSTEM ON THE TALLEST BUILDING EVER TESTED ON A SHAKE TABLE (10 STORY) AT UCSD, CALIFORNIA M. Delpasand, F. Mirshafiei, M. Mirshafiei, M. Aleseyedan, A. Darche, J.W. Berman, S. Pei | |||||||
| 15:00 - 15:10 | BUILDING CAPACITY CURVE ESTIMATION FOR DAMAGE EVALUATION USING JAPANESE SEISMIC EVALUATION RESULTS M. Mori, K. Kusunoki, Y. Maida, T. Yeow | |||||||
| 15:10 - 15:20 | ESTIMATION OF RESIDUAL DISPLACEMENT OF MASONRY BUILDINGS USING STRUCTURAL HEALTH MONITORING D. Otero, M. Diaz, K. Sugimoto, C. Zavala, I. Inocente | |||||||
| 15:20 - 15:30 | EVALUATION OF THE PERFORMANCE OF LOW-COST SENSORS IN THE SEISMIC INSTRUMENTATION OF BUILDINGS G. Campos, M. Bravo-Haro, C. Cruz, P. Heresi | |||||||
| 15:30 - 15:40 | APPLICATION OF AN INTELLIGENT MULTI-DAMAGE DETECTION FRAMEWORK FOR SHM ON FULL SCALE STRUCTURES S.H. Larbi, N. Bourahla, A. Hannachi, Y. Bourahla | |||||||
| 15:40 - 15:45 | DISCUSSION | |||||||
| TUESDAY | ||||||||
| AMBER 3 | Convenors: M.P. Limongelli, P. Gueguen | ||||||||
| 09:00 - 09:10 | POPULATION-BASED SHM FOR OPERATIONAL AND EARTHQUAKE SITUATIONS A.L. Astorga N., P. Gueguen, M. Beth, N. Bessoule | |||||||
| 09:10 - 09:20 | THE NEW SELF-ANCHORED SUSPENSION (SAS) SAN FRANCISCO BAY BRIDGE - ITS RESPONSE TO A SMALL EARTHQUAKE M. Çelebi | |||||||
| 09:20 - 09:30 | IMPACT OF EARTHQUAKE SOURCE MODELLING ON THE VALUE OF INFORMATION FROM STRONG GROUND MOTION SENSORS N.M. Caglar, M.P. Limongelli | |||||||
| 09:30 - 09:40 | BAYESIAN ESTIMATION OF STRUCTURAL RELIABILITY USING SHM OBSERVATIONS AND LINEAR MODELS S. Zorzi, D. Tonelli, A. Lotti, M. Broccardo, D. Zonta | |||||||
| 09:40 - 09:50 | PRE-POSTERIOR ASSESSMENT OF THE BENEFIT OF SEISMIC SHM IN POST-EARTHQUAKE BUILDING MANAGEMENT P.F. Giordano, M.P. Limongelli | |||||||
| 09:50 - 10:00 | PRE-POSTERIOR APPROACH FOR DESIGNING FORCED VIBRATION TESTS IN STRUCTURAL HEALTH MONITORING A. Lotti, D. Tonelli, E. Tubaldi, S. Zorzi, D. Zonta | |||||||
| 10:00 - 10:10 | POST-EARTHQUAKE RECOVERY OF THE RESONANCE FREQUENCY AS A PROXY OF STRUCTURAL HEALTH P. Gueguen | |||||||
| 10:10 - 10:20 | DYNAMIC PARAMETERS FOR INSTRUMENTED HIGH-RISE USING VERTICAL-POLARITY IMPULSE RESPONSE FUNCTIONS V. Vela, G. Prieto, M. Kohler, E. Taciroglu | |||||||
| MONITOR 19 | Convenor: A. Meoni | ||||||||
| 10:30 - 10:40 | FIRST STRUCTURAL HEALTH MONITORING SYSTEM USED IN REHABILITATED BUILDING WITH DAMPERS IN GUATEMALA J. Campo, S. De Paz, R. Torres | |||||||
| 10:40 - 10:50 | SEISMIC RESPONSE AND DAMAGE ESTIMATION USING BAYESIAN STOCHASTIC FILTERING METHODS K. Erazo | |||||||
| 10:50 - 11:00 | A METHOD FOR THE IN-SITU OUT-OF-PLANE CHARACTERIZATION OF MASONRY INFILL WALLS BASED ON AUDIO WAVES F. Dacarro, D. Bolognini, L. Grottoli, M. Kurukulasuriya, R. Milanesi, P. Morandi | |||||||
| 11:00 - 11:10 | IDENTIFICATION OF THE PRIMARY STRUCTURE OF BUILDINGS EQUIPPED WITH TUNED MASS DAMPERS E. Cortes, C. Cruz | |||||||
| 11:10 - 11:20 | DAMAGE EVALUATION BY AE METHOD AFTER LOADING EARTHQUAKE-SIMULATED WAVEFORMS ON LAMINATED RUBBER BEAR R. Murota, Y. Kawasaki, K. Inoue | |||||||
| 11:20 - 11:30 | DAMAGE CLASSIFIER FOR WOODEN BUILDINGS BASED ON HYSTERESIS LOOP IMAGES USING CNN S. Chiba, M. Kohiyama, T. Yamashita | |||||||
| 11:30 - 11:40 | FORCED VIBRATION TESTING VERIFICATION OF THE STRUCTURAL HEALTH MONITORING OF UNIVERSITY BUILDINGS C. McDaniel, P. Laursen | |||||||
| 11:40 - 11:50 | INFLUENCE OF MODELING ERRORS ON NONLINEAR INPUT-STATE ESTIMATION VIA FE-AIDED KALMAN FILTER L. Caglio, H. Stang, E. Katsanos | |||||||
| MONITOR 20 | Convenor: S. Bianchi | ||||||||
| 10:30 - 10:40 | MODAL DECOMPOSITION BASED RAPID POST-EARTHQUAKE RESPONSE ASSESSMENT SYSTEM S.M. Ziauddin, P. Warnitchai | |||||||
| 10:40 - 10:50 | VALIDATION OF ARX MODELS FOR DAMAGE ASSESSMENT OF RESIDENTIAL BUILDINGS DURING SEISMIC EVENTS A. Romanazzi, G. Salamida, N. Buratti | |||||||
| 10:50 - 11:00 | PATH-DEPENDENT VARIATION OF EARTHQUAKE ENERGY IN THE HIMALAYAN AND THE HINDU KUSH REGION T. Niharika, P.K. Ramancharla | |||||||
| 11:00 - 11:10 | PREDICTED AND RECORDED GROUND-BORNE VIBRATIONS INDUCED BY THE OPERATION OF TWO SHAKING TABLES Z. Zhang, R. De Risi, M. Dietz, D. Karamitros, D. Williams, T. Horseman, G. Mylonakis, A. Crewe, A. Sextos | |||||||
| 11:10 - 11:20 | PHYSICAL PARAMETER ESTIMATION OF 10-STORY STEEL-FRAMED BUILDING TESTED AT E-DEFENSE A. Kishida, J. Fujiwara, K. Kajiwara, R. Nishi, R. Enokida | |||||||
| 11:20 - 11:30 | POST EVENT TIME SYNCHRONIZATION TECHNIQUE USING MULTI-POINT SMART DEVICE'S ACCELERATION RECORDS S. Naito, K. Hayashi | |||||||
| 11:30 - 11:40 | SEISMIC VULNERABILITY OF ORIHUELA HOSPITAL: FIELD DATA & NUMERICAL ANALYSIS A. Kharazian, A. Guardiola Villora, G. Ortuño Saez, S. Molina, J.J. Galiana-Merino, J.L. Soler Llorens, J.A. Huesca Torto, I. Gómez Doménech, D. Montiel López | |||||||
| 11:40 - 11:50 | STRUCTURAL PERFORMANCE EVALUATION OF AN ACTUAL STEEL GYMNASIUM BASED ON STRAIN MEASUREMENT M. Wakui, J. Iyama, Y. Shirai | |||||||
| AMBER 3 | Convenors: M. Celebi, M. Kohler | ||||||||
| 14:30 - 14:40 | A STRUCTURAL HEALTH MONITORING SYSTEM USING MODIFIED CUBIC SPLINE INTERPOLATION METHOD T. Komatsubara, D. Feng, T. Nakagawa, R. Tanaka | |||||||
| 14:40 - 14:50 | SHM OF CONCRETE DAMS WITH SWELLING. TIME EFFECT ON NATURAL FREQUENCY HISTORIES: HST-FE MODELS S. Oliveira, M. Rodrigues, A. Alegre, P. Mendes, E. Carvalho, B. Matsinhe, J. Proença | |||||||
| 14:50 - 15:00 | RECENT SENSOR NETWORK DEVELOPMENTS FOR OPTICALLY-BASED BUILDING DRIFT SENSORS D. McCallen, V. Quinto, P. Laplace, F. Petrone | |||||||
| 15:00 - 15:10 | FRIBAS, A DATABASE OF 313 RC AND URM BUILDINGS: TOWARD SPECIFIC T-H RELATIONSHIPS M.R. Gallipoli, B. Petrovic, G. Calamita, N. Tragni, C. Scaini, C. Barnaba, M. Vona, S. Parolai | |||||||
| 15:10 - 15:20 | THE EFFECTS OF WEATHER ON THE VIBRATIONAL FREQUENCIES OF AN INSTRUMENTED 50-STORY SKYSCRAPER A. Aihemaiti, M. Todorovska, M. Trifunac, L. Cruz, L. Guoliang, J. Cui | |||||||
| 15:20 - 15:30 | LINEAR AND NONLINEAR SIMPLIFIED MODELS IN SEISMIC STRUCTURAL HEALTH MONITORING E. Aytulun, S. Soyöz | |||||||
| 15:30 - 15:40 | UPDATING FINITE ELEMENT MODELS FOR STRUCTURAL MONITORING: CASE STUDIES FROM THE OSS F. Bocchi, S. Gabriele, G. Occhipinti, A. Petrizzo, D. Spina | |||||||
| 15:40 - 15:50 | OPTICAL FIBER SENSING FOR POST-EARTHQUAKE DAMAGE ASSESSMENT OF RC MOMENT FRAMES H. Liu, E. Opabola, M. DeJong | |||||||
| WEDNESDAY | ||||||||
| MONITOR 24 | 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 | 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 | |||||||
