CMS7 - SEISMIC PERFORMANCE OF INFILLED BUILDINGS - RECENT DEVELOPMENTS AND FUTURE CHALLENGES |
THURSDAY | ||||||||
BROWN 2 | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:40 | INSIGHT INTO THE DAMAGE OF HIGH-RISE BUILDINGS IN NEPAL USING FIELD DATA AND NONLINEAR TIME-HISTORY ANALYSES S. Bose, A. Stavridis | |||||||
10:40 - 10:50 | HEAVY DAMAGE TO INFILLS IN FEBRUARY 2023 KAHRAMANMARAS EARTHQUAKES: REASONS AND POTENTIAL SOLUTION M. Marinkovic, C. Butenweg | |||||||
10:50 - 11:00 | OOP RESPONSE OF URM INFILLS. A STATE-OF-THE-ART REVIEW FROM SEISMIC TO MULTI-RISK ASSESSMENT M. Di Domenico, P. Ricci, G.M. Verderame | |||||||
11:00 - 11:10 | ANALYTICAL MODEL TO PREDICT THE OUT-OF-PLANE RESPONSE OF MASONRY INFILL WALLS M. Gaspari, S. Mozzon, M. Donà, N. Verlato, F. da Porto | |||||||
11:10 - 11:20 | ISSUES OF IP-OP INTERACTION FOR SEISMIC FRAGILITY ESTIMATION OF MASONRY INFILLS IN RC FRAMES M.Y. Anwar, E. Brunesi, S. Peloso | |||||||
11:20 - 11:30 | INVESTIGATION ON THE LOCAL SHEAR INTERACTION IN INFILLED RC FRAMES USING DIGITAL IMAGE CORRELATION C. Del Gaudio, M.T. De Risi, G.M. Verderame | |||||||
11:30 - 11:40 | OUT-OF-PLANE STRENGTHENING OF INFILL WALLS AND GLOBAL SEISMIC RESPONSE OF RC-FRAMED STRUCTURES A. Batignani, G. Menichini, M. Orlando, L. Salvatori, P. Spinelli | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
SUITE 7 | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
14:30 - 14:40 | THE EFFECTS OF INFILL ASPECT RATIO AND STRENGTH ON THE PERFORMANCE OF INFILLED RC FRAMES H. Mohamed, X. Romão | |||||||
14:40 - 14:50 | SEISMIC ASSESSMENT AND DESIGN OF URM INFILLS: FROM TESTS TO PROPOSALS FOR CODES R.R. Milanesi, P. Morandi, M. Kurukulasuriya, G. Magenes | |||||||
14:50 - 15:00 | IMPLICATIONS OF MASONRY INFILLS VARIABILITY ON THE SEISMIC RISK ASSESSMENT OF EXISTING RC BUILDINGS G. Mucedero, R. Monteiro | |||||||
15:00 - 15:10 | ROLE OF INFILLS ON THE SEISMIC RESPONSE OF EXISTING RC BUILDINGS RETROFITTED BY SOLVING SHEAR FAILUR M.T. De Risi, S.A. Scala, C. Del Gaudio, G.M. Verderame | |||||||
15:10 - 15:20 | TEST-INFORMED CALIBRATION OF NUMERICAL MODELLING FOR IP RESPONSE OF MASONRY INFILLS S. Rostamkalaee, E. Brunesi, S. Peloso | |||||||
15:20 - 15:30 | SURROGATE MODELING FOR SEISMIC FRAGILITY PREDICTION OF MASONRY INFILLED RC FRAMES R. Chelapramkandy, J. Ghosh, F. Freddi | |||||||
15:30 - 15:40 | FRAGILITY CURVES FOR INFILLED RC BUILDINGS IN AS-BUILT AND RETROFITTED CONFIGURATION M. Gaetani d Aragona, M. Polese, A. Prota | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
FRIDAY | ||||||||
BROWN 2 | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
09:00 - 09:14 | SEISMIC ASSESSMENT AND ANALYTICAL EVALUATION OF THE INTERNAL FORCES DISTRIBUTION IN INFILLED-FRAMES M. Di Benedetto, F. Di Trapani, M. Petracca, G. Camata | |||||||
09:14 - 09:28 | ENHANCING EARTHQUAKE PERFORMANCE OF MASONRY INFILLED REINFORCED CONCRETE FRAMES BY WALL TIE ANCHORS D. Penava, L. Abrahamczyk, F. Anic, T. Doksanovic, C. Piesker, M. Roik | |||||||
09:28 - 09:42 | FEA OF THE IN-PLANE BEHAVIOUR OF REINFORCED CONCRETE SANDWICH PANELS WITH AN EXPANDED POLYSTYRENE CORE H.K. Kassa, P. Haldar, A. Ahmad | |||||||
09:42 - 09:56 | CAN MECHANICS-BASED SIMPLE MASONRY CONSTITUTIVE MODELS HELP SIMULATE INFILLED RC FRAMES' RESPONSE? M.A. Sheikh, M. Kumar, R. Ghosh | |||||||
09:56 - 10:10 | INFLUENCE OF BOUNDARY CONDITIONS ON THE EXPERIMENTAL SEISMIC RESPONSE OF EXISTING MASONRY INFILLS M. Kurukulasuriya, R. Milanesi, G. Magenes, D. Bolognini, L. Grottoli, F. Dacarro, P. Morandi | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 7 | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | INFLUENCE OF MASONRY INFILL WALLS ON THE SEISMIC RESPONSE OF EXISTING RC FRAME BUILDINGS - APPLICATION TO PORTUGAL L. Varela, A.A. Correia, L. Guerreiro | |||||||
10:39 - 10:48 | HOMOGENIZATION-BASED NUMERICAL ANALYSIS OF CORRUGATED STEEL INFILL WALLS UNDER LATERAL LOADING U.K. Pandit, G. Mondal, D. Punera | |||||||
10:48 - 10:57 | INFLUENCE OF DIFFERENT TYPES BRICK MASONRY IN THE PERFORMANCE OF A RC FRAMED BUILDING M. Priyadarshini, G. Mondal, S.R. Dash | |||||||
10:57 - 11:06 | DAMAGES IN CORNER BUILDINGS OF MEXICO CITY DURING THE SEPTEMBER 19, 2017 EARTHQUAKE J.I. Lopez, A. Martínez, J.M. Jara, H. Varum, B.A. Olmos | |||||||
11:06 - 11:15 | FLOOR ACCELERATION RESPONSE OF ASYMMETRICALLY INFILLED REINFORCED CONCRETE MOMENT FRAME BUILDING M. Sharma, Y. Singh, H. Burton | |||||||
11:15 - 11:24 | HAZARD-CONSISTENT ASSESSMENT OF REINFORCED CONCRETE FRAMES WITH UNREINFORCED MASONRY INFILL WALLS J. Archbold, K.M. Mosalam | |||||||
11:24 - 11:33 | PERFORMANCE OF RC FRAMES WITH URM INFILLS UNDER DIFFERENT CONDITIONS L.S. Yerramsetty, P.K. Ramancharla | |||||||
11:33 - 11:42 | COST-EFFECTIVE METHOD FOR IMPROVING SEISMIC RESPONSE OF MASONRY INFILL WALLS IN RC FRAME STRUCTURES J. Bojadjiev, R. Apostolska, G. Nechevska-Cvetanovska, D. Varevac, J. Bojadjieva | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 8 | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | NUMERICAL STUDY ON TORSIONAL PERFORMANCE AND FAILURE MECHANISMS OF MASONRY INFILLED RC FRAMES T. Suzuki | |||||||
10:39 - 10:48 | SEISMIC FRAGILITY OF BUILDINGS DAMAGED BY THE 2014 NORTHERN THAILAND EARTHQUAKE T. Ornthammarath, C.T. Chua, A. Suppasri, P. Foytong | |||||||
10:48 - 10:57 | RESPONSE OF INFILLED REINFORCED CONCRETE FRAMES WITH FAILURE IN INFILL DOMINATED BY SLIDING SHEAR H. Dewangan, M. Kumar | |||||||
10:57 - 11:06 | SEISMIC PERFORMANCE EVALUATION OF LOW-RISE RC FRAME BUILDINGS WITH MASONRY INFILL IN NEPAL S. Wagle | |||||||
11:06 - 11:15 | SEISMIC VULNERABILITY OF MASONRY INFILLED RC FRAMES WITH AN OPEN FIRST STORY R. Volchev, N. Postolov, K. Milkova, K. Todorov, E. Dumova-Jovanoska | |||||||
11:15 - 11:24 | VERIFICATION OF RAPID SEISMIC VULNERABILITY ASSESSMENT FOR LOW-RISE INFILLED RC FRAME STRUCTURES J. Srechai, W. Wararuksajja, A. Sunatai, E. Panyaroj, S. Leelataviwat | |||||||
11:24 - 11:33 | FRAGILITY CURVES FOR INFILLED RC FRAME BUILDINGS IN THE EMILIA-ROMAGNA REGION N. Nabizadeh Moghaddam, G. Salamida, N. Buratti | |||||||
11:33 - 11:42 | SEISMIC LOSS ANALYSIS IN REINFORCED CONCRETE BUILDINGS WITH VARIOUS INFILL MATERIALS P. Giri, L. Ierimonti, I. Venanzi | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 9 | Convenors: R. Monteiro, M.T. De Risi, G. Mucedero | ||||||||
10:30 - 10:39 | SEISMIC DAMAGE ASSESSMENT OF CONCRETE BUILDINGS INCLUDING THE CONTRIBUTION OF INFILL MASONRY WALLS R. Alva Bañuelos, E. Cabrera Velez, R. Gonzalez Drigo, Y. Vargas Alzate, L. Pujades, J. Avila Haro, G. Luzi | |||||||
10:39 - 10:48 | EXPERIMENTAL EVALUATION OF THE INFILL-FRAME CONTACT STATE DURING AN EARTHQUAKE A. Brodsky, O. Barsheshet, Y. Elbo | |||||||
10:48 - 10:57 | LATERAL LOADING TEST FOR A MASONRY INFILLED DUCTILE FRAME WITH AN ECCENTRIC OPENING B. Li, Y. Tu, H. Lin | |||||||
10:57 - 11:06 | 3D-FULL FIELD DEFORMATION MEASUREMENT AND CRACK MAPPING OF INFILL USING DIC UNDER OUT-OF-PLANE LOADS S.H. Basha, X. Xie, Z. Guo | |||||||
11:06 - 11:15 | A SHAKING TABLE TEST ON PERFORMANCE OF MASONRY INFILLS IN RC FRAMES X. Xie, W. Chen, L. Zhang, Y. Zhao | |||||||
11:15 - 11:24 | DYNAMIC ANALYSIS OF RC FRAMED BUILDING WITH INFILL R. Dubey, G. Gaurav | |||||||
11:24 - 11:33 | A NEW APPROACH FOR CALCULATING CAPACITY OF INFILL MASONRY WITH OPENINGS IN SEISMIC RESPONSE ANALYSIS S. Qudrtullah, S. Taiki | |||||||
11:33 - 11:42 | INFLUENCE OF BED JOINT STRENGTH ON GLOBAL BEHAVIOR OF PARTIALLY INFILLED RC FRAMES B.N. Singha, G. Mondal | |||||||
11:42 - 11:45 | DISCUSSION |