ASR7 - SEISMIC ASSESSMENT AND RETROFITTING OF EXISTING STEEL CONSTRUCTIONS OR ADOPTING NOVEL STEEL SOLUTION |
TUESDAY | ||||||||
AMBER 6 | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
10:30 - 10:40 | BEHAVIOUR OF COLD-FORMED STEEL STUD-SHEATHING CONNECTIONS SUBJECTED TO IN-PLANE LATERAL LOADS C. Sonkar, A. Chourasia, D. McCrum | |||||||
10:40 - 10:50 | CYCLIC STABILITY OF STEEL INFILL PLATES WITH TWO-SIDE CLAMPED BOUNDARY CONDITIONS D. Shin, H. Kim | |||||||
10:50 - 11:00 | DEMONSTRATION OF REDUCTION IN WAREHOUSE BUILDING MATERIAL QUANTITY USING A SLIDE EFFECT DEVICE R. Kawasumi, K. Yamagishi | |||||||
11:00 - 11:10 | DEVELOPMENT OF FRAGILITY CURVES FOR RURAL LOW-RISE BUILDINGS IN IRAN M.R. Soghrat, A. Maghsoudi-Barmi, R. De Lotto, E. Venco, C. Pietra, N. Nastaran Zanjani | |||||||
11:10 - 11:20 | EFFECT OF CONSIDERING STAIRCASES BEHAVIOR ON SPECIAL STEEL MOMENT RESISTING FRAMES IN EARTHQUAKE ZONE M.G. Vetr Tamijani, S. Fallah, S. Abbasalizade Boura | |||||||
11:20 - 11:30 | FLEXURAL-TORSIONAL BUCKLING OF SHEAR-YIELDING SEISMIC DAMPER USING THIN STEEL PLATE S. Honma, Y. Harada, K. Ebato | |||||||
11:30 - 11:40 | INFLUENCE OF SANDWICH PANEL FACADES ON THE NONLINEAR STATIC RESPONSE OF INDUSTRIAL STEEL STRUCTURES L. Bittner, C. Vulcu, B. Hoffmeister | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 1 | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
14:30 - 14:40 | MODEL SHAKE TABLE TEST ON SEISMIC DEFORMATION BEHAVIOR OF RUBBER TIRED GANTRY CRANE E. Kohama, H. Kubo, Y. Kohama, T. Sugano | |||||||
14:40 - 14:50 | MODELLING AND NONLINEAR ANALYSIS OF COMPOSITE MRF WITH DISSIPATIVE CONNECTIONS C. Vulcu, R. Don, G. Balaskas, B. Hoffmeister | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE AND RESILIENCE OF COUPLED DISSIPATIVE REPLACEABLE LINK FRAMES: NLRHA ASSESSMENT C. Vulcu, M. Pinkawa, B. Hoffmeister | |||||||
15:00 - 15:10 | OPTIMIZATION TOOL FOR THE IMPROVEMENT OF THE SEISMIC VULNERABILITY THROUGH EXOSKELETON SYSTEM J.C. Olivo Garcia, R. Cucuzza, G. Bertagnoli, M. Domaneschi, G.C. Marano, G.A. Ferro | |||||||
15:10 - 15:20 | PROPOSAL OF A DESIGN PROCEDURE FOR PIN-SUPPORTED ROCKING TRADITIONALLY BRACED FRAMES M. Bosco, M. Caragliano, P.P. Rossi, N. Spinella | |||||||
15:20 - 15:30 | RETROFIT METHOD OF HOLLOW CIRCULAR SECTION BRACE WITH SINGLE GUSSET PLATE Y. Jiao, M. Yamamoto, S. Hakuto | |||||||
15:30 - 15:40 | SEISMIC ANALYSIS OF SSTF STRUCTURES CONSIDERING THE NONLINEAR BEHAVIOR OF SHEAR CONNECTORS X. Lu, D. Gan, Y. Li | |||||||
15:40 - 15:50 | SEISMIC BEHAVIOR OF STEEL STAGGERED TRUSS FRAMING STRUCTURES WITH ENERGY-DISSIPATIVE ROCKING COLUMNS D. Gan, Z. Li, x. Lu, X. Zhou | |||||||
MONITOR 2 | Convenors: R. Landolfo, A. Sato, G.A. Rassati | ||||||||
14:30 - 14:40 | SEISMIC FRAGILITY CURVES FOR THIN-WALLED STEEL STRUCTURES USING KOITER'S MULTIMODAL ANALYSIS F.S. Liguori, G. Zucco, A. Formisano, A. Madeo | |||||||
14:40 - 14:50 | SEISMIC PERFORMANCE OF BRACED STEEL FRAMING BUILDINGS WITH CONCRETE-FILLED CHORD STUDS J. Navarro, O. Bové, M. Casafont, J. Bonada, F. López-Almansa | |||||||
14:50 - 15:00 | SEISMIC PERFORMANCE OF STEEL MOMENT-RESISTING FRAMES EQUIPPED WITH REPLACEABLE DISSIPATIVE MEMBERS S. Safaei, M. D Aniello, R. Landolfo | |||||||
15:00 - 15:10 | SEISMIC RETROFIT OF AN EXISTING STEEL BUILDING LOCATED IN SOUTHERN ITALY A. Prota, R. Tartaglia, M. D Aniello, R. Landolfo | |||||||
15:10 - 15:20 | SEISMIC RETROFITTING OF STEEL MRFS WITH EXTERNAL BRBS: PRELIMINARY EXPERIMENTAL & NUMERICAL RESULTS F. Freddi, L. Di Sarno, M. D Aniello, O. Kwon, R. Landolfo, S. Bousias, J. Wu, M. Cicia, F. Gutierrez-Urzua, J. Park, N. Stathas, E. Strepelias | |||||||
15:20 - 15:30 | THE NEW PROVISIONS OF EUROCODE 8 PART 3 FOR SEISMIC ASSESSMENT OF EXISTING STEEL STRUCTURES D. Lignos | |||||||
15:30 - 15:40 | TRUSSED ARCH EXOSKELETON AS RETROFITTING SOLUTION OF EXISTING BUILDINGS: THE CASE STUDY OF FOGGIA R. Cucuzza, C.J. Orozco Bustamante, G. Bertagnoli, M. Domaneschi, G.A. Ferro, G.C. Marano |