SDM2 - SEISMIC RESPONSE AND DESIGN OF IRREGULAR BUILDING STRUCTURES |
THURSDAY | ||||||||
SPACE 1 | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
14:30 - 14:40 | AMPLIFICATION FACTORS OF TORSIONALLY COUPLED RC FRAME BUILDINGS USING ARTIFICIAL INTELLIGENCE J.C. De La LLera, M. Arre, F. Bertin, J.P. Muñoz, J.C. Reyes | |||||||
14:40 - 14:50 | ASSESSMENT OF COLLAPSE SAFETY OF TORSIONAL SENSITIVE STEEL BUILDINGS UNDER BIDIRECTIONAL EXCITATIONS M. Dakour, L. Tirca, A. Athanasiou, T. Stathopoulos | |||||||
14:50 - 15:00 | TORSIONAL POUNDING BETWEEN ADJACENT BUILDINGS WITH DIFFERENT CONFIGURATIONS DURING EARTHQUAKES M. Miari, R. Jankowski | |||||||
15:00 - 15:10 | TORSIONAL EFFECTS INDUCED BY AN ECCENTRIC WALL IN ONE-STOREY FRAME STRUCTURES S. Silvestri, M. Marra, E. Ghini, G. Gasparini, M. Palermo, T. Trombetti | |||||||
15:10 - 15:20 | ASSESSMENT OF PLAN IRREGULARITY LIMITS IN THE NEW ZEALAND STANDARD - NZS 1170.5 U. Uwaoma, T. Thonstad, M. Stephens | |||||||
15:20 - 15:30 | FRAGILITY CURVES OF MASONRY BUILDING AGGREGATES INCLUDING BAYESIAN MODEL UPDATING A.M. Marra, V. Cardinali, M. De Stefano | |||||||
15:30 - 15:40 | SEISMIC ANALYSIS ON LINEAR/NONLINEAR UNSYMMETRICAL BUILDINGS CONSIDERING SSSI F. Vicencio, N. Alexander | |||||||
15:40 - 15:45 | DISCUSSION | |||||||
FRIDAY | ||||||||
MONITOR 24 | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
09:00 - 09:09 | A NONLINEAR STUDY OF THE INFLUENCE OF STRONG EARTHQUAKE GROUND MOTION ON IRREGULAR BUILDINGS F. Pachla, T. Tatara, W. Aldabbik | |||||||
09:09 - 09:18 | PREDICTION OF PEAK RESPONSE OF IRREGULAR BASE-ISOLATED BUILDING UNDER PULSE-LIKE EARTHQUAKES K. Fujii | |||||||
09:18 - 09:27 | SEISMIC OBSERVATION OF 36- AND 17-STORY BUILDINGS CONNECTED BY LOW-RISE BUILDING'S FOUNDATION J. Hamada, K. Umemura, T. Honda | |||||||
09:27 - 09:36 | SEISMIC RESPONSE ESTIMATION OF COMMERCIAL BUILDING BASED ON MULTI-POINT MICROTREMOR MEASUREMENT T. Hatada, T. Furukawa, H. Hinata, Y. Nakajima, Y. Ikeda | |||||||
09:36 - 09:45 | COMPARATIVE SEISMIC RESPONSE ANALYSIS OF STILTED STRUCTURE AND CONVENTIONAL STRUCTURE Y. Tang, Y. Li, B. Jiang, S. Ji | |||||||
09:45 - 09:54 | SEISMIC DESIGN OF EXTENDED BUILDINGS L.G. Mejia Cañas | |||||||
09:54 - 10:03 | HOUSE OF DOCTORS BUCHAREST - SEISMIC DESIGN CHALLENGES FOR LONG CORNER PERIODS D. Kober | |||||||
10:03 - 10:12 | INELASTIC TORSIONAL BUCKLING OF SYMMETRIC 3D MOMENT-RESISTING FRAMES CAUSED BY COMBINED NONLINEARITY I. Fukuda, K. Ikago, K. Tsuruta, T. Maeda, A. Nishimoto, Y. Araki, D. Wagg | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
MONITOR 25 | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
09:00 - 09:09 | FRAGILITY ANALYSIS OF TORSIONALLY COUPLED SYSTEMS VIA SURROGATE MODELS K. Kaatsiz, H. Sucuoglu | |||||||
09:09 - 09:18 | SEISMIC VULNERABILITY OF REINFORCED CONCRETE SPECIAL MOMENT-RESISTING HILLSIDE BUILDING FRAMES R. Jarapala, A. Menon | |||||||
09:18 - 09:27 | SEISMIC ANALYSIS OF AIRPORT VIADUCT BASED ON AMERICAN CODE F. Xie, Z.Q. Wang, L. An | |||||||
09:27 - 09:36 | SEISMIC DESIGN OF DISCONTINUOUS RC SHEAR WALLS IN TOC OVERBUILDS FOLLOWING PROVISIONS IN NBCC 2020 J. Centeno, J. Stanzeleit, A. Firmo, M. Pearce | |||||||
09:36 - 09:45 | SOLVING THE CONUNDRUM OF RECOVERING SUFFICIENT PARTICIPATING MASS FOR COMPLEX STRUCTURES C. Hickey, R. Kannan, S. Hendry, K. hicyilmaz, D. Grant | |||||||
09:45 - 09:54 | STRUCTURAL PERFORMANCE EVALUATION OF COLUMNS IN REINFORCED CONCRETE PILOTI-TYPE BUILDINGS UNDER COMB U. Kwon, e. Baek, J. Paik, s. Lee | |||||||
09:54 - 10:03 | STUDY OF TLDS IN IRREGULAR BUILDING A. K V, U.K. G, N. Nair | |||||||
10:03 - 10:12 | IMPLEMENTING HIGHER-MODE EFFECTS WITHIN MODAL COMBINATIONS: APPLICATION TO TALL BUILDINGS IN EUROPE A. González-Fonseca | |||||||
10:12 - 10:15 | DISCUSSION | |||||||
SPACE 1 | Convenors: M. De Stefano, O. Lavan, J.C. Reyes | ||||||||
10:30 - 10:40 | EMPIRICAL ESTIMATION OF ACCIDENTAL TORSION USING SEISMIC RECORDS FROM 76 SYMMETRIC-PLAN BUILDINGS J.C. Reyes, A. Clavijo, L. Martinez, I.D. Gomez, J.C. De La Llera | |||||||
10:40 - 10:50 | A NUMERICAL PROCEDURE FOR SEISMIC ASSESSMENT OF EXISTING MASONRY BUILDINGS IRREGULAR IN ELEVATION V. Alecci, S. Galassi, J. Vasquez, R. Nudo, D. Pugliese, G. Stipo, M. De Stefano | |||||||
10:50 - 11:00 | IMPACT OF IRREGULARITY IN ELEVATION ON EC8 DESIGNED RC FRAMES ASSESSED BY PUSHOVER ANALYSIS F. Barbagallo, M. Bosco, A. Ghersi, E.M. Marino | |||||||
11:00 - 11:10 | CRITICAL ANALYSIS OF PROVISION OF SHEAR WALLS FOR SOFT STOREY BUILDINGS (REGULAR BUILDING) A. Gulhane, P. Pajgade, S. Hirde | |||||||
11:10 - 11:20 | SEISMIC ASSESSMENT OF MEDIUM-RISE BUILDINGS WITH VERTICAL IRREGULARITY, USING SIMPLIFIED MODELS J.L. Cabrera, S.E. Ruiz, M.A. Santos-Santiago, A. Terán-Gilmore | |||||||
11:20 - 11:30 | EFFECT OF ARCHITECTURAL FORM ON THE EARTHQUAKE BEHAVIOR OF IRREGULAR REINFORCED CONCRETE BUILDINGS P.R. Santa Ana Lozada, F. Pena Mondragon, A. Morales, M. Requena | |||||||
11:30 - 11:40 | INFLUENCE OF HIGHER MODES ON THE RESPONSE OF IRREGULAR BUILDINGS SUBJECTED TO NARROW-BAND RECORDS G. Diaz-Martinez, A. Teran-Gilmore, K. Centeno-Morales, A. Ceja-Sanchez | |||||||
11:40 - 11:45 | DISCUSSION |