IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY
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IDD11 - STRUCTURAL CONTROL DEVICES TO MITIGATE SEISMIC VULNERABILITY |
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| MONDAY | ||||||||
| SPACE 3 | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
| 10:30 - 10:39 | A 3 ELEMENT MODEL FOR THE DAMAGE CONTROLLED DESIGN: THE CASE STUDY OF THE FAZZINI COLLEGE L. Gioiella, F. Micozzi, L. Ragni, A. Dall Asta | |||||||
| 10:39 - 10:49 | A NOVEL ACTIVE CONTROL SYSTEM FOR THE SEISMIC PROTECTION OF STRUCTURES: TECHNOLOGY AND APPLICATION F. Menardo, G. Rebecchi, M. Rosti, S. Cii, G. Ducoli, G. D Agostino, A. Bussini, P.M. Calvi, M. Lenzi | |||||||
| 10:49 - 10:59 | ANALYTICAL SIMULATION OF TLD AND ASSESSING THE EFFECTS OF TLD ON THE RESIDUAL DISPLACEMENT B. Dag, M. Borekci | |||||||
| 10:59 - 11:08 | ASSESSMENT OF STRUCTURES EQUIPPED WITH TWO NEW AXIAL METALLIC AND VISCOPLASTIC DAMPERS M. Ghandil, H. Tajmir Riahi, F. Behnamfar | |||||||
| 11:08 - 11:18 | BEHAVIOR OF PENDULUM DAMPER STRUCTURES UNDER THE EFFECT OF EARTHQUAKE AND HARMONIC LOADS B. Ozturk, Y.E. Kebeli, E. Aydin, H. Cetin | |||||||
| 11:18 - 11:27 | DESIGN OF NEW OPTIMAL PASSIVE NON-DETUNING MASS DAMPER L. Martinelli, G. Grillo | |||||||
| 11:27 - 11:36 | BUILDING POUNDING ASSESSMENT AND ITS MITIGATION STRATEGIES N. Mohan, P. Banerji | |||||||
| 11:36 - 11:45 | EFFECT OF UNCERTAINTY IN RC WALLS ON SEISMIC RESPONSES OF BUILDINGS WITH FORCE-LIMITING CONNECTIONS C.F. Mayorga, G. Tsampras | |||||||
| MONITOR 16 | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
| 14:30 - 14:40 | DESIGN OF CONCRETE BUILDING WITH FLUID VISCOUS DAMPERS IN SOFT SOIL DEPOSIT OF KATHMANDU VALLEY R. Sharma Bhandari, S. Pathak | |||||||
| 14:40 - 14:50 | DYNAMIC RESPONSE OF TALL BUILDINGS WITH DAMPERS UNDER GROUND MOTIONS FROM THE 2023 TURKEY EARTHQUAKE C.B. Nerella, F.M. Wani, J.P. Vemuri, S.K.R. Jyosyula | |||||||
| 14:50 - 15:00 | DEVELOPMENT OF A NOVEL SELF-CENTRING ROCKING TUBE DAMPER (RTD) S. Krieg, G. Rodgers, H. Xu, L. Tobber | |||||||
| 15:00 - 15:10 | DEVELOPMENT OF TUNED MASS DAMPER FOR SEISMIC RETROFIT APPLICABLE TO VARIOUS BUILDINGS T. Nakai, H. Kurino, T. Yaguchi, S. Minagawa | |||||||
| 15:10 - 15:20 | DYNAMIC LOADING TESTS OF SEISMIC ISOLATION DAMPER WITH VARIABLE MECHANISM ONLY FOR INERTER T. Takechi, K. Uchihara, M. Ikenaga | |||||||
| 15:20 - 15:30 | EFFECTIVENESS OF TUNED VISCOUS MASS DAMPER FOR ECCENTRIC HIGH-RISE BUILDING WITH SETBACK N. Shinkai, M. Ikenaga | |||||||
| 15:30 - 15:40 | EXPERIMENTAL STUDIES FOR SILICONE RUBBER BASED SEISMIC ISOLATION BEARING PERFORMANCE ASSESSMENT A. Ramandalina, J. Dang, Y. Suzuki | |||||||
| 15:40 - 15:50 | EXPERIMENTAL STUDY ON ADJUSTING ELECTRICAL RESISTANCE OF AN ELECTROMAGNETIC SEISMIC ISOLATION SYSTEM G.L. Lin, M.B. Chang, T.C. Chen, J.Z. Lin, C.C. Lin | |||||||
| MONITOR 17 | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
| 14:30 - 14:40 | HEAT FLOW CHARACTERISTICS IN VISCOELASTIC DAMPER UNDER LONG-PERIOD AND LONG-DURATION EXCITATIONS D. Osabel, K. Kasai, D. Sato | |||||||
| 14:40 - 14:50 | INFLUENCE OF TUNED VISCOUS MASS DAMPERS PLACED ACROSS LAYERS ON BENDING SHARE STRUCTURES N. Kitano, M. Ikenaga | |||||||
| 14:50 - 15:00 | LOKIBASE - THE DEVICE FOR SEISMIC ISOLATION OF PALLET RACKING SYSTEMS - OPTIMIZATION ANALYSIS - M. Ferrari | |||||||
| 15:00 - 15:10 | MAGNETO-MECHANICAL COUPLING OF MR ELASTOMER ISOLATORS Z. Hu, L. Xia, L. Sun | |||||||
| 15:10 - 15:20 | MITIGATING SEISMIC VULNERABILITY OF WIND TURBINES USING TUNED MASS DAMPERS AND INERTERS J. McAuliffe, B. Broderick, J. Hickey, B. Fitzgerald | |||||||
| 15:20 - 15:30 | MODIFIED YIELDING RING FUSES IN VERTICAL SHEAR LINKS OF BRACES FOR SEISMIC CONTROL OF STRUCTURES H. Sattarian Karajabad, M. Arjomand | |||||||
| 15:30 - 15:40 | NEGATIVE STIFFNESS-ASSISTED ENERGY DISSIPATION ENHANCEMENT FOR VIBRATION CONTROL Z.P. Zhao, X.Y. Hu, Y.C. Tang, E. Barredo, R.F. Zhang | |||||||
| 15:40 - 15:50 | SEISMIC FRAGILITY ANALYSIS OF SMART STEEL MOMENT-RESISTING FRAME STRUCTURE S.S.W. Kezh, L.G. Vigh, S. Muhammad Ali Elqudah | |||||||
| TUESDAY | ||||||||
| SPACE 3 | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
| 09:00 - 09:09 | CONTROL DEVICES FOR MITIGATION OF SEISMIC DAMAGE P. Nawrotzki, D. Siepe | |||||||
| 09:09 - 09:18 | DESIGN AND PERFORMANCE ASSESSMENT OF FRICTION AND VISCOUS DAMPERS FOR A REINFORCED CONCRETE BUILDING A. Dey Ghosh, R. Gulshan, T. Konar | |||||||
| 09:18 - 09:27 | DESIGNING A SEISMIC ISOLATION FAIL-SAFE STRUCTURE FOR MITIGATING MASSIVE EARTHQUAKES T. Nakamura, T. Kato, S. Kaneko, C. Kei, M. Kikuchi | |||||||
| 09:27 - 09:36 | EFFECTS OF MASONRY INFILLS ON THE NONLINEAR SEISMIC ANALYSIS OF RC BUILDINGS WITH DAMPED BRACES F. Mazza, R. Labernarda | |||||||
| 09:36 - 09:45 | MODELING OF UNBONDED POST-TENSIONED PRECAST CONCRETE WALLS WITH REMOVABLE ENERGY-DISSIPATION DEVICE N. Yagoub, X. Wang, A. Silik, N. Farhan, M. Noori, M. Domaneschi, V. Sarhosis, P. Narjabadifam | |||||||
| 09:45 - 09:55 | RETROFITTING THROUGH SEISMIC ISOLATION OF HIGH SCHOOL BUILDINGS IN ANCONA, ITALY F. Cappanera, M.G. Castellano, D. Guarnieri, G. Orselli | |||||||
| 09:55 - 10:05 | OPTIMAL DESIGN OF A NONLINEAR DEVICE COUPLING TWO SIMPLE OSCILLATORS UNDER STOCHASTIC LOADING F. Potenza, V. Gattulli, M. Vasta | |||||||
| 10:05 - 10:15 | TRANSVERSE STEEL DAMPER (TSD) FOR SEISMIC MITIGATION OF LONG-SPAN BRIDGES X. Wang, A. Ye, L. Zhou | |||||||
| MONITOR 13 | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
| 10:30 - 10:40 | NON-INVASIVE REINFORCEMENT OF A HERITAGE BUILDING IN GUADALAJARA WITH SPRING TUNED MASS V.R. Ramirez Marquez | |||||||
| 10:40 - 10:50 | RESIDUAL RESPONSE OF STEEL MOMENT FRAMES EQUIPPED WITH TADAS YIELDING DEVICES FOR SEISMIC LOADING O. Saygili, S. Moghimi, S. Manie, I. Lotfy | |||||||
| 10:50 - 11:00 | SEISMIC RETROFITTING OF THE BELLAVISTA CONDOMINIUM - SULMONA (AQ) L. De Flaviis, S. Cristini, G. Giacomin, F. Tomaro, I. Marenda | |||||||
| 11:00 - 11:10 | SEISMIC PERFORMANCE EVALUATION OF AN IRREGULAR AND SLENDER SKYSCRAPER UTILIZING STIFF DAMPERS M. Pantoja, G. Bozzo, R. Alva, E. Dávalos, L. Bozzo | |||||||
| 11:10 - 11:20 | SEISMIC PERFORMANCE OF STEEL BRACED FRAMES BUILDINGS WITH MIXED DISSIPATIVE ENERGY ELEMENTS J.C. Gonzalez Blacud, A. Morales Gomez | |||||||
| 11:20 - 11:30 | SEISMIC VIBRATION CONTROL BY DEEP TANK WITH SUBMERGED PLATE PENDULUM AND CYLINDRICAL PENDULUM T. Konar, A. Dey Ghosh | |||||||
| 11:30 - 11:40 | SEISMIC VULNERABILITY REDUCTION OF A SOFT GROUND-STORY RC BUILDING WITH OPEN-CORE BRBS P.J. Das, S.K. Deb | |||||||
| 11:40 - 11:50 | SHORT HORIZON ACCELERATION-PREDICTIVE CONTROL FOR THE APPLICATION OF SEMI-ACTIVE CONTROL SYSTEMS A. Shmerling | |||||||
| MONITOR 14 | Convenors: M. Domaneschi, R. Cucuzza, M. Noori, L. Martinelli, P. Narjabadifam | ||||||||
| 10:30 - 10:40 | SURVEY OF AGING FOR LEAD RUBBER BEARINGS OF A BASE-ISOLATED BUILDING COMPLETED 36 YEARS AGO K. Nagahiro, T. Wake, M. Miyazaki | |||||||
| 10:40 - 10:50 | TLCGD TO MITIGATE THE STRUCTURAL RESPONSE OF HAWT UNDER WIND AND EARTHQUAKE LOADS C.A. Riascos Gonzalez, E. Sorge, N. Caterino | |||||||
| 10:50 - 11:00 | TUNED LIQUID DAMPERS FOR VIBRATION CONTROL OF MULTI-STOREYED BUILDING STRUCTURES A. Samanta, A. Kumar | |||||||
| 11:00 - 11:10 | USE OF PASSIVE DEVICES TO MITIGATE IMPACT OF LIQUEFACTION AND LATERAL SPREADING IN MARINE PLATFORMS R.J. Mendoza, D. Feng | |||||||
| 11:10 - 11:20 | UTILITY AND DESIGN METHOD OF VISCOUS AND VARIABLE INERTER MASS DAMPER WITH BUFFER SPRING M. Ikenaga, K. Uchihara, T. Takechi | |||||||
| 11:20 - 11:30 | VERTICAL SEISMIC EFFECTS ON DESIGN & STABILITY: TUNED MASS DAMPER-RIGID BLOCK SYSTEM. E.P. Duque Yaguache, J.A. Inaudi | |||||||
| 11:30 - 11:40 | VERTICALLY INSTALLED TUNED VISCOUS MASS DAMPERS FOR INELASTIC REINFORCED CONCRETE HIGH-RISE BUILDING H. Kanno, R. Ota, N. Inoue, K. Ikago, T. Nakamura, N. Takahashi | |||||||
