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EVO6 - SECOND GENERATION OF EUROCODE 8
EVO6 - SECOND GENERATION OF EUROCODE 8
TUESDAY
AMBER 1 | Convenors: R. Bento, P. Bisch, A. A. Correia
10:30 - 10:41 PRINCIPLES OF THE REVISION OF EUROCODE 8 (EN 1998, 2ND GENERATION)
P. Bisch
10:41 - 10:52 EVOLUTION OF EN1998-1-1: DEVELOPMENTS ON SEISMIC ACTION
P. Labbé, R. Paolucci
10:52 - 11:03 EVOLUTION OF EN 1998-5: GEOTECHNICAL ASPECTS, FOUNDATIONS, RETAINING AND UNDERGROUND STRUCTURES
A. Pecker
11:03 - 11:14 EVOLUTION OF EN 1998-1-2: BUILDINGS
A. Plumier
11:14 - 11:25 EVOLUTION OF EN 1998-2: BRIDGES
P. Franchin
11:25 - 11:36 EVOLUTION OF EUROCODE 8 PART 3: KEY CHANGES AND FUTURE NEEDS
A. Kappos
11:36 - 11:47 EVOLUTION OF EN 1998-4: SILOS, TANKS AND PIPELINES, TOWERS, MASTS AND CHIMNEYS
C. Butenweg, S. Chatterji
MONITOR 8 | Convenors: R. Bento, P. Bisch, A. A. Correia
14:30 - 14:40 UNRESOLVED ISSUES ON THE DESIGN OF URM BUILDINGS: A CRITICAL REVIEW OF LINEAR AND NONLINEAR METHODS
S. Lagomarsino, A. Penna, S. Cattari, M. Rota, A. Brunelli, S. Bracchi
14:40 - 14:50 CONTRIBUTIONS TOWARDS THE DEFINITION OF PARTIAL SAFETY FACTORS FOR MASONRY BUILDINGS
M. Rota, A. Penna, S. Bracchi
14:50 - 15:00 SIMPLIFIED RELIABILITY-BASED ASSESSMENT OF HISTORICAL BRICK MASONRY BUILDINGS
L. Moschen, C. Adam
15:00 - 15:10 SEISMIC DESIGN OF STEEL & STEEL-CONCRETE COMPOSITE JOINTS-DESIGN METHODOLOGY & DUCTILITY CRITERION
G. Skarmoutsos, U. Kuhlmann
15:10 - 15:20 SEISMIC RESPONSE OF SLIDING BLOCS AND CALIBRATION OF A EUROCODE_8 FORMULA FOR RIGID-PLASTIC ELEMENTS
P. Labbé, P. Su
15:20 - 15:30 EVALUATION OF THE COEFFICIENT R AND CHOOSING A DESIGN APPROACH IN EUROCODE 8-5
D. Ivanovski, K. Edip, J. Bojadjieva, V. Sheshov, T. Kitanovski
15:30 - 15:45 DISCUSSION
MONITOR 9 | Convenors: R. Bento, P. Bisch, A. A. Correia
14:30 - 14:40 DESIGN AND PRELIMINARY DESIGN EVALUATION OF RC MRF BUILDINGS TO THE NEXT GENERATION OF EUROCODES
M. Di Domenico, C. Di Salvatore, P. Ricci, G. Magliulo, G.M. Verderame
14:40 - 14:50 EVALUATION OF THE CHORD ROTATION ACCORDING TO 2ND GENERATION OF EUROCODE 8 USING NONLINEAR ANALYSIS
H. Maranhão, H. Varum, J. Melo
14:50 - 15:00 DETAILING RULES OF DIFFERENT DESIGN CODES TO ENSURE LOCAL DUCTILITY OF REINFORCED CONCRETE BEAMS
A. Stella, L. Berto, D. Talledo, G. Bottin, A. Saetta
15:00 - 15:10 SITE-SPECIFIC SEISMIC COEFFICIENT FOR A QUAY WALL ACCORDING TO THE NEW GENERATION OF EUROCODE 8
P. Alesiani, P. Ruggeri, G. Scarpelli
15:10 - 15:20 COMPARATIVE STUDY OF REQUIREMENT OF BUILDING CODES USED IN NEPAL
D. Maharjan, S. Thapa, P. Pandit, D. Chaudhary, M. Chikanbanjar, D. Chapagain, S. Pandey, B. Pandey, P. Maskey
15:20 - 15:30 A NEW DESIGN RESPONSE SPECTRUM BASED ON SHOCK WAVEFORM METHOD
Y. Fu, Q. Li
15:30 - 15:40 UPDATE OF STRUCTURAL DESIGN SEISMIC COEFFICIENTS FOR THE COLOMBIAN BUILDING CODE (NSR)
G.A. Bernal, O.D. Cardona
15:40 - 15:45 DISCUSSION