NSE3 - FLOOR RESPONSE SPECTRA FOR SECONDARY AND NONSTRUCTURAL ELEMENTS IN ORDINARY AND MONUMENTAL BUILDINGS |
MONDAY | ||||||||
AMBER 1 | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
14:30 - 14:40 | SEISMIC RELIABILITY OF ACCELERATION-SENSITIVE ANCILLARY ELEMENTS IN THE NEW GENERATION OF EUROCODES A. Kazantzi, N. Karaferis, V. Melissianos, D. Vamvatsikos | |||||||
14:40 - 14:50 | EFFECTS OF SPAN LENGTH AND BUILDING HEIGHT ON THE SEISMIC VERTICAL RESPONSE OF NSCS IN RC BUILDINGS S. Mazloom, R. Assi, C. Joseph | |||||||
14:50 - 15:00 | EVALUATION OF FLOOR ACCELERATION RESPONSE USING DATA OF FULL-SCALE SHAKING TABLE TESTS J. Kang, T. Nagae, K. Kajiwara | |||||||
15:00 - 15:10 | EFFECTS OF BUILDING TORSION ON SEISMIC DEMAND OF ACCELERATION-SENSITIVE NON-STRUCTURAL COMPONENTS A. Jain, M. Surana | |||||||
15:10 - 15:20 | PROCEDURES FOR THE PREDICTION OF FLOOR RESPONSE SPECTRA IN BASE ISOLATED BUILDINGS K. Haymes, T.J. Sullivan, R. Chandramohan, L. Wiebe | |||||||
15:20 - 15:30 | RESPONSE SPECTRUM METHOD FOR THE ESTIMATION OF PEAK VERTICAL FLOOR ACCELERATIONS A. Acosta, E. Miranda, G. Deierlein | |||||||
15:30 - 15:45 | DISCUSSION | |||||||
TUESDAY | ||||||||
MONITOR 16 | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | DIRECT INELASTIC FLOOR RESPONSE SPECTRA V. Vukobratovic, P. Fajfar | |||||||
09:15 - 09:27 | A PROPOSAL TO ASSESS FLOOR SPECTRA FOR THE VERIFICATION OF SECONDARY ELEMENTS IN MASONRY BUILDINGS S. Degli Abbati, S. Cattari, S. Lagomarsino | |||||||
09:27 - 09:39 | NEWTON - NEW TOOLS TO COMPUTE THE SEISMIC DEMAND ON NON-STRUCTURAL COMPONENTS M. Di Domenico, S. Degli Abbati, P. Ricci | |||||||
09:39 - 09:51 | MULTICOMPONENT DIRECTIONAL-CUM-MODAL COMBINATION RULE FOR SEISMIC ANALYSIS OF SECONDARY SYSTEMS F. Vats, D. Basu | |||||||
09:51 - 10:03 | ACCELERATION RESPONSE AMPLIFICATION RATIO CONSIDERING LONG-PERIOD GROUND MOTIONS J.C. Kim, S.H. Oh | |||||||
10:03 - 10:15 | SHAKING TABLE TESTS OF FREESTANDING ART OBJECT WITH MASS FILLING B. Huang, Y. Zhang, J. Liu | |||||||
MONITOR 17 | Convenors: S. Degli Abbati, M. Di Domenico, V. Vukobratovic | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:15 | RELEVANT NON-STRUCTURAL ELEMENTS IN THE COLLECTIONS CENTRE OF THE SWISS NATIONAL MUSEUM F. Braune | |||||||
09:15 - 09:27 | SEISMIC VULNERABILITY OF THE NEPTUNE STATUE IN FLORENCE WITHIN A MULTI-HAZARD STUDY M. Domaneschi, M. Tanganelli | |||||||
09:27 - 09:39 | ESTIMATION OF MAXIMUM VIBRATION USING FOURIER ANALYSIS OF DISPLACEMENT NEAR FULCRUM OF ELEVATOR ROPE K. Sumida, N. Miura | |||||||
09:39 - 09:51 | GENERATION OF THE REQUIRED RESPONSE SPECTRUM FOR COMPONENT QUALIFICATION. SOME EXAMPLES. D. Combescure, F. Rueda | |||||||
09:51 - 10:03 | FLOOR SEISMIC RESPONSE SPECTRUM FOR THE BUILDING EQUIPPED WITH VISCO-ELASTIC DECOUPLERS S.L. Guo, Y. Xiang, G.Q. Li | |||||||
10:03 - 10:15 | CORRELATING GROUND MOTION INTENSITY MEASURES WITH STRUCTURAL ACCELERATIONS S. Parizat, R. Kamai, A. Shmerling |