ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS
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ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS |
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| TUESDAY | ||||||||
| AMBER 6 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 14:30 - 14:45 | CHALLENGES IN RETROFITTING DUCTILE REINFORCED CONCRETE MOMENT-FRAMES D. Pettinga, A. Russell, M. Davies | |||||||
| 14:45 - 14:55 | EVALUATION OF SEISMIC ISOLATION RETROFIT FOLLOWING EARLY DESIGN STANDARDS R. Bustamante, K. Erler, C. Sepulveda, G. Mosqueda, M. Del Carpio, M. Hershberg, J. Lopez, K.J. Elwood | |||||||
| 14:55 - 15:05 | SEISMIC ASSESSMENT AND RETROFIT OF A MULTISTOREY HERITAGE RC BUILDING WITH TAPERED COLUMNS A. Georgiou, A. Papakonstantinou, I. Ioannou | |||||||
| 15:05 - 15:15 | RELIABILITY-BASED SEISMIC RETROFITTING OPTIMIZATION FOR NON-DUCTILE REINFORCED CONCRETE STRUCTURES A.P. Sberna, A. Deb, F. Di Trapani, J.P. Conte | |||||||
| 15:15 - 15:25 | BIAXIAL BEHAVIOUR OF RC COLUMNS BUILT WITH PLAIN REBARS J. Melo, H. Varum, A. Arede, T. Rossetto | |||||||
| 15:25 - 15:35 | SEISMIC UPGRADE OF THE CANADIAN PARLIAMENT BUILDING D. Arnold, D. Carson, J. Sherstobitoff, J. Koop, C. Mohammadi | |||||||
| 15:35 - 15:45 | BRIEF RECOMMENDATIONS ADDRESSING RC BUILDINGS AFFECTED BY EARTHQUAKES B. Ozturk, C. Donmez, J.D. Dowgala, A. Irfanoglu, S. Pujol, P. Shah | |||||||
| WEDNESDAY | ||||||||
| MONITOR 3 | 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 | 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 | 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 | |||||||
| AMBER 6 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 10:30 - 10:45 | CRITERIA FOR THE SELECTION OF STRENGTHENING METHODS IN THE SEISMIC RETROFIT OF RC BUILDINGS S. Antoniou | |||||||
| 10:45 - 10:55 | EXPERIMENTAL TESTING OF NON-DUCTILE RC WALLS WITH AND WITHOUT FRP RETROFIT M. Aliasghar-Mamaghani, A. Albright, I. Koutromanos, J. Murcia Delso, C. Brandetsas, M. Panagiotou | |||||||
| 10:55 - 11:05 | CONCRETE CONFINEMENT WITH SUSTAINABLE HTS-SHCC JACKETS O. Karaghool, G. Thermou, J. Yu | |||||||
| 11:05 - 11:15 | SEISMIC RETROFIT OF REINFORCED CONCRETE FRAMES BY PROGRESSIVELY ENGAGING TENSION ONLY BRACES S. Khosravi, M. Saatcioglu | |||||||
| 11:15 - 11:25 | TEST ON REINFORCED CONCRETE FLEXURAL ELEMENTS WITH LAP SPLICES S. Tastani, S. Pardalopoulos, L. Melidis, K. Katakalos | |||||||
| 11:25 - 11:35 | BOND OF STEEL BARS EMBEDDED IN ULTRA HIGH PERFORMANCE FIBRE REINFORCED CONCRETE A. Lampropoulos, O. Tsioulou, E. Apostolidi, D. Nicolaides, M. Petrou, S. Dritsos | |||||||
| 11:35 - 11:45 | SEISMIC RETROFIT OF A RC BUILDING WITH A DOUBLE-CONCAVE PENDULUM BASE ISOLATION SYSTEM M. Ferraioli, M.G. Castellano, G. Di Lauro, P. Crisci, G. Laezza, F. Formato, A. Lavino | |||||||
| MONITOR 4 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 14:30 - 14:41 | RETROFITTING SOFT-STOREY STRUCTURES USING THE GIB SYSTEM: AN ILLUSTRATIVE EXAMPLE J. Salmon, C. Christopoulos | |||||||
| 14:41 - 14:52 | NUMERICAL EVALUATION OF SEISMICALLY DEFICIENT RC JOINTS RETROFITTED WITH FE-SMA W. Carofilis, E. Eugene, D. Jung | |||||||
| 14:52 - 15:03 | PERFORMANCE OF A 4-STOREY RC STRUCTURE TESTED ON A SHAKE-TABLE BEFORE AND AFTER REPAIR A. Shegay, K. Miura, A. Mikawa, M. Maeda, M. Seki, T. Anabuki, K. Yonezawa | |||||||
| 15:03 - 15:14 | RESIDUAL CAPACITY OF REINFORCING STEEL BARS IN REINFORCED CONCRETE STRUCTURES R. Kuwabara, L. Hogan, K. Elwood, E. Opabola, N. Brooke | |||||||
| 15:14 - 15:25 | SEISMIC ASSESSMENT OF AN EXISTING 1960'S R.C. BUILDING DESIGNED FOR GRAVITY LOAD IN LOW SEISMIC ZONE L.G. Guidi, D. Michelino, P. Sorrentino, G. Brandonisio, A. De Luca | |||||||
| 15:25 - 15:35 | SEISMIC ASSESMENTS AND RETROFIT - ECONOMIC CHALLENGES TO PRIVATE COMMERCIAL AND RESIDENTIAL SECTORS J. Lazaro-Leon | |||||||
| 15:35 - 15:45 | SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING PUBLIC BUILDINGS: CASE STUDIES AND DATA COLLECTION R. Siano, F. De Maio, P. Baso | |||||||
| MONITOR 5 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 14:30 - 14:41 | SEISMIC VULNERABILITY OF HIGHLY DEFORMABLE STRUCTURES DESIGNED FOR GRAVITY LOADS G. Brandonisio, G. Camarda, L.G. Guidi, D. Michelino, A. De Luca | |||||||
| 14:41 - 14:52 | SEISMIC RETROFIT OF A RC SCHOOL BUILDING USING DISSIPATIVE EXOSKELETONS BASED ON STEEL SLIT DAMPERS M. Ferraioli, O. Pecorari, R. Micillo, S. Mottola | |||||||
| 14:52 - 15:03 | SEISMIC PERFORMANCE OF VULNERABLE SCHOOL BUILDINGS IN CYPRUS: A CASE STUDY E. Oztoprak, R. Garcia | |||||||
| 15:03 - 15:14 | SEISMIC RETROFIT AND RESTORATION OF ST ANDREW'S WESLEY CHURCH D. Gam, J. Halipchuk | |||||||
| 15:14 - 15:25 | SEISMIC RETROFIT OF LOW-RISE REINFORCED CONCRETE BUILDINGS TYPICAL TO HAITI M. Laguerre, M. Salehi, R. DesRoches | |||||||
| 15:25 - 15:35 | SEISMIC RETROFITTING OF A 14-STOREY Y-SHAPE HOSPITAL IN NORTHERN ITALY I.G. Colombo, L. Radice, P. Martinelli, M. di Prisco | |||||||
| 15:35 - 15:45 | SHAKING TABLE TESTS ON TWO FULL-SCALE MASONRY INFILLED RC FRAMES REPAIRED AND STRENGTHENED R.R. Milanesi, G. Guerrini, D. Bolognini, L. Grottoli, F. Dacarro, P. Morandi | |||||||
| MONITOR 6 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 14:30 - 14:41 | STRUCTURAL PERFORMANCE OF DETERIORATED HISTORICAL RC BUILDINGS AT GUNKANJIMA-ISLAND K. Kabayama | |||||||
| 14:41 - 14:52 | SWISS NATIONAL LIBRARY - CHALLENGES IN SEISMIC RETROFITTING OF MONUMENTS F. Braune | |||||||
| 14:52 - 15:03 | TYPOLOGY AND SEISMIC ASSESSMENT OF MULTI-RESIDENTIAL POST WAR MASONRY BUILDINGS IN LJUBLJANA P. Prasnikar, V. Kilar, S. Petrovcic | |||||||
| 15:03 - 15:14 | COMPARING THE PERFORMANCE OF RETROFITTING STRATEGIES IN URM BUILDINGS THROUGH FRAGILITY CURVES A. Brunelli, A. Rooshenas, S. Degli Abbati, S. Lagomarsino | |||||||
| 15:14 - 15:25 | EFFECTIVENESS OF RETROFITTING TECHNIQUES BASED ON TRM FOR PREVENTING-DAMAGE ON MASONRY BUILDINGS S. Ivorra, E. Bertolesi, M. Buitrago, P.A. Calderon, J.M. Adam | |||||||
| 15:25 - 15:35 | RETROFITTING MASONRY PIERS, SPANDRELS AND A BUILDING WITH COMPOSITE REINFORCED MORTAR N. Gattesco, E. Rizzi, I. Boem, A. Dudine, M. Gams | |||||||
| 15:35 - 15:45 | SEISMIC RETROFITTING OF MASONRY PANELS BY MEANS OF CFRP REBARS T. Baroni, F. Ferretti, A.R. Tilocca, A. Incerti, S. Barattucci, M. Savoia | |||||||
| THURSDAY | ||||||||
| AMBER 6 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 09:00 - 09:15 | NON-LINEAR ANALYSIS OF STRENGTHENED MASONRY CROSS-SECTIONS WITH DIMENSIONLESS CLOSED FORM SOLUTION S. Belliazzi, G.P. Lignola, E. Cosenza, F. Fabbrocino | |||||||
| 09:15 - 09:25 | SEISMIC RESPONSE OF AN URM BUILDING STRENGTHENED WITH FRCM S. Bracchi, M. Rota, A. Penna | |||||||
| 09:25 - 09:35 | BIDIRECTIONAL SHAKE-TABLE TEST OF A RETROFITTED URM BUILDING G. Congdon, A. Stavridis, R. Raman, M. Bruneau, K. Sett | |||||||
| 09:35 - 09:45 | EFFECT OF TRADITIONAL STRENGTHENING INTERVENTIONS ON SEISMIC FRAGILITY OF URM BUILDINGS V. Buonocunto, E. Acconcia, F. Parisi | |||||||
| 09:45 - 09:55 | NATURAL FIBRES BASED PLASTERS FOR SEISMIC RETROFIT OF EXISTING BUILDINGS: A COMPARATIVE ANALYSIS A. Davino, E. Meglio, A. Formisano | |||||||
| 09:55 - 10:05 | MICRO-SCALE MODIFIED SELF-SENSING REPAIR MORTAR FOR STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY STRUCTURES A. Drougkas, V. Sarhosis, A. Macente, M. Basheer, A. D Alessandro, F. Ubertini | |||||||
| 10:05 - 10:15 | A 8-DOF TRUSS ELEMENT FOR FRCM RETROFITTING OF MASONRY WALLS IN-PLANE LOADED N. Pingaro, G. Milani | |||||||
| MONITOR 3 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 10:30 - 10:41 | MESH REINFORCEMENT RETROFITTING TECHNIQUE FOR STRENGTHENING MASONRY INFILL WALLS S. Wagle | |||||||
| 10:41 - 10:52 | ASSESSMENT FOR URM BUILDINGS SUBJECTED TO EARTHQUAKES IN GRONINGEN USING APPLIED ELEMENT METHOD M. Sabia, F. Grande, A. Elfouly | |||||||
| 10:52 - 11:03 | VALIDATION STRATEGY FOR NOVEL INTEGRATED RETROFIT SOLUTIONS: A DEM-BASED STUDY N. Damiani, L. Albanesi, C.F. Manzini, P. Morandi | |||||||
| 11:03 - 11:14 | STRENGTHENING OF UNREINFORCED MASONRY WALLS USING STEEL WIRE REINFORCED CEMENTITIOUS MATRIX D. Tripathy, V. Singhal | |||||||
| 11:14 - 11:25 | PALAZZO MARTELLI IN FLORENCE: STRUCTURAL ANALYSIS WITH PROPOSAL OF SEISMIC RETROFITTING C. Vienni, M. Orlando, F. Lensi | |||||||
| 11:25 - 11:35 | SEISMIC RETROFIT OF LOAD BEARING URM WALLS WITH INTERNALLY PLACED REINFORCEMENT AND SURFACE-BONDED FRP SHEETS A. Sabri, M. Saatcioglu | |||||||
| 11:35 - 11:45 | ATTEMPT TO PROMOTE THE SEISMIC RETROFITTING FOR THE PUBLIC BUILDINGS IN MONGOLIA. S. Fukushima, Y. Amano, N. Bayarsaikhan, G. Bayasgalan, K. Owada | |||||||
| MONITOR 4 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 10:30 - 10:41 | TRM-STRENGTHENED FULL-SCALE MASONRY WALLS SUBJECTED TO IN-PLANE CYCLIC LOADS UNDER FIRE ACTION S. Ivorra, L. Estavan, B. Torres, F.J. Baeza, F.B. Varona | |||||||
| 10:41 - 10:52 | DYNAMIC IDENTIFICATION OF A STRENGTHENED RESIDENTIAL STONE MASONRY BUILDING D. Gautam, R. Adhikari, R. Baruwal, D. Thapa, S. Olafsson, R. Rupakhety | |||||||
| 10:52 - 11:03 | STRENGTHENING SOLUTIONS FOR TRADITIONAL ROMANIAN PAIANTA HOUSES: OVERVIEW OF THE STRONGPA PROJECT A. Dutu, I. Hirano, S. Mey, M. Niste, D. Mocanescu, S. Kishiki, I.G. Craifaleanu | |||||||
| 11:03 - 11:14 | INVESTIGATING THE EFFECT OF MOISTURE ON NON-RETROFITTED AND RETROFITTED MASONRY STRUCTURES Z. Multazam, T. Atmaja, K. Yamamoto, K. Meguro | |||||||
| 11:14 - 11:25 | COMPARING SEISMIC PERFORMANCE OF TRADITIONAL AND RETROFITTED STONE MASONRY MODELS SET IN MUD MORTAR J. Bothara, R. Sheshagiri Rao, S. Shrestha, N. Nidal, D. Dahal, R. Desai, P. Manandhar, P. Pradhan, S. Brzev, A. Charleson, V. Rawal, J. Ingham, D. Dizhur | |||||||
| 11:25 - 11:35 | NEW OPTIMAL DESIGN OF STEEL FRAMES FOR IMPROVING MASONRY STRUCTURAL PERFORMANCE S. Benfratello, S. Caddemi, L. Palizzolo, B. Pantò, D. Rapicavoli | |||||||
| 11:35 - 11:45 | CRM AND FRCM HEMP-BASED SYSTEMS FOR SEISMIC RETROFIT OF EXISTING BUILDINGS A. Davino, E. Meglio, A. Formisano | |||||||
| MONITOR 5 | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
| 10:30 - 10:41 | EXPERIMENTAL INVESTIGATION ON THE USE OF MECHANICAL FASTENERS TO ANCHOR FRP COMPOSITE STRIPS J. Duran, J. Cantrell | |||||||
| 10:41 - 10:52 | SEISMIC PERFORMANCE OF TYPICAL SCHOOL FACADES CONSTRUCTED WITH URM WALLS IN COLOMBIA D. Feliciano, S. Savvas, R. Bonett, C. Blandón, I. Bozulic, M. Haindl, I. Tómic, K. Beyer, O. Arroyo, J. Carrillo, C. Takeuchi | |||||||
| 10:52 - 11:03 | A NOVEL DISSIPATIVE LOCKING DEVICE FOR SEISMIC PROTECTION OF EXISTING AND NEW STRUCTURES I. Calio, B. Izzuddin | |||||||
| 11:03 - 11:14 | THE CRITICAL ROLE OF FLOOR DIAPHRAGMS IN THE SEISMIC RETROFIT OF EXISTING BUILDINGS M. Milesi, C. Passoni, E. Casprini, A. Belleri, A. Marini | |||||||
| 11:14 - 11:25 | EXPERIMENTAL EVALUATION OF RC COLUMNS RETROFITTED BY TRC PANELS WITH FRP ANCHORAGES S. Kim, J. Lee, W.J. Hwang, S.J. Kim | |||||||
| 11:25 - 11:35 | AN INNOVATIVE SOLUTION FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS S. Caprili, F. Mattei, W. Salvatore | |||||||
| 11:35 - 11:45 | PERFORMANCE OF RC INFILL WALLS FOR SEISMIC RETROFITTING OF RC-FRAMES AT VARIOUS EARTHQUAKE INPUTS E. Georgiou, C. Petridis, N. Kyriakides | |||||||
