CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA
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CMS5 - SEISMIC DESIGN OF MODERN MASONRY: INNOVATIVE SYSTEMS, EXPERIMENTAL EXPERIENCES AND CODIFIED CRITERIA |
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| THURSDAY | ||||||||
| AMBER 1 | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
| 14:30 - 14:33 | INTRODUCTION | |||||||
| 14:33 - 14:45 | SEISMIC RESPONSE OF MODERN CLAY MASONRY BUILDINGS STRUCK BY RECENT EARTHQUAKES IN ITALY: AN OVERVIEW F. Mosele | |||||||
| 14:45 - 14:55 | EXPERIMENTAL INVESTIGATION OF THE SIZE EFFECT ON THE SEISMIC BEHAVIOUR OF UNREINFORCED MASONRY WALLS E. Inzunza Araya, S. Saloustros, K. Beyer | |||||||
| 14:55 - 15:05 | PROPOSED TEST SETUP FOR SIMULTANEOUS IN-PLANE AND OUT-OF-PLANE LOADINGS ON FULL-SCALE URM WALLS L. Sailo, R.N. Dubey | |||||||
| 15:05 - 15:15 | SEISMIC DESIGN OF MODERN CLAY BRICK MASONRY STRUCTURES S. Chatterji, N. Salentin, C. Butenweg, N. Boesen, U. Meyer | |||||||
| 15:15 - 15:25 | EVALUATION OF BEHAVIOR FACTOR Q FOR LINEAR ANALYSES OF URM BUILDINGS P. Morandi, C. Butenweg, K. Beyer, G. Magenes | |||||||
| 15:25 - 15:35 | REDISTRIBUTION OF FORCES AFTER LINEAR ANALYSIS IN SEISMIC DESIGN/ASSESMENT OF MASONRY BUILDINGS N. Damiani, G. Magenes | |||||||
| 15:35 - 15:45 | NEW METHOD IN EN1996 FOR THE VERIFICATION OF SECOND-ORDER EFFECTS IN LOAD-BEARING MASONRY WALLS M. Donà, P. Morandi, C.F. Manzini, F. da Porto, G. Magenes | |||||||
| FRIDAY | ||||||||
| MONITOR 9 | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
| 09:00 - 09:11 | SEISMIC BEHAVIOR OF MODERN MASONRY BUILDINGS INCLUDING ACOUSTIC INSULATION DEVICES H. Degee, R. Das, D. Dragan | |||||||
| 09:11 - 09:22 | PROPOSALS FOR THE DEFINITION OF PERFORMANCE LIMIT STATES AND RELATED DRIFT CAPACITY FOR URM WALLS L. Albanesi, P. Morandi, G. Magenes | |||||||
| 09:22 - 09:33 | INVESTIGATION ON THE HYSTERETIC ENERGY CAPACITY OF LOAD- BEARING MASONRY WALLS D. Chaker, H. Sadegh-Azar | |||||||
| 09:33 - 09:44 | SEISMIC DESIGN OF MASONRY STRUCTURES CONSIDERING MOMENT REDISTRIBUTION DUE TO WALL-SLAB-INTERACTION T. Kubalski, S. Dreyer, K. El-Deib, P.L.A. Renault | |||||||
| 09:44 - 09:55 | ADAPTIVE FORCE-BASED PROCEDURE FOR THE SEISMIC DESIGN OF MASONRY BUILDINGS A.H. Salmanpour, P. Steffen, M. Fritsche, J. Schwartz | |||||||
| 09:55 - 10:06 | STATISTICAL ANALYSIS USING THE IISEE MASONRY DATABASE: PART 2. DEVELOPMENT OF RESTORING FORCE MODEL T. Azuhata, Y. Otsuka | |||||||
| 10:06 - 10:15 | DISCUSSION | |||||||
| MONITOR 10 | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
| 09:00 - 09:11 | IMPACT OF IN-PLANE STIFFNESS OF FLOORS ON THE SEISMIC RESPONSE OF GEO-SOURCED MASONRY N. Zarzour, M.P. Santisi d Avila, L. Lenti, M. Oggero | |||||||
| 09:11 - 09:22 | NUMERICAL ANALYSIS OF THE SEISMIC PERFORMANCE OF A CONTEMPORARY NON-STABILIZED CEB TINY HOUSE M. Kyriakides, R. Panagiotou, R. Illampas, I. Ioannou | |||||||
| 09:22 - 09:33 | EXPERIMENTAL AND NUMERICAL CHARACTERIZATION OF INTERLOCKING BLOCK WALLS AGAINST IN-PLANE LATERAL LOADING A. Furukawa, J.J. Prasetyo, J. Kiyono | |||||||
| 09:33 - 09:44 | SHAKE TABLE ANALYSIS OF MASONRY STRUCTURE WITH INTERLINKED BLOCK MASONRY SYSTEM A. Goyal, P. Agarwal | |||||||
| 09:44 - 09:55 | REBUILDING OF A STONE MASONRY BUILDING WITH A NEW TECHNOLOGY OF FAIR-FACE DOUBLE LEAF MASONRY WALL F. Mosele, L. Barbieri, G. de Felice, S. De Santis, M. Sangirardi, A. Zampa | |||||||
| 09:55 - 10:06 | STRUCTURAL PERFORMANCE IMPROVEMENT BY INTERNAL REINFORCEMENT ON BRICK MASONRY K. Jin, C. Negishi, R. Miyasaka, H. Choi, C. Quan | |||||||
| 10:06 - 10:15 | DISCUSSION | |||||||
| MONITOR 11 | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
| 09:00 - 09:11 | DEVELOPMENT OF GUIDELINES ON REINFORCED CONCRETE HOLLOW BLOCK (RCHB) CONSTRUCTION IN THE PHILIPPINES T. Narafu, Y. Ishiyama, R. Ison, A. Santos, J. Cunanan, T. Uematsu, T. Nishikawa, H. Imai, S. Matsuzaki, K. Shirakawa, A. Maeshima, T. Yoshino | |||||||
| 09:11 - 09:22 | EXPERIMENTAL TESTS OF PLANE AND CONFINED/FRAMED UNREINFORCED MASONRY WALLS I. Guljas, J. Zovkic | |||||||
| 09:22 - 09:33 | SHEAR BEHAVIOR OF CANTILEVER AND COUPLED AAC CONFINED MASONRY WALLS J. Varela-Rivera, J. Cacep-Rodriguez, L. Fernandez-Baqueiro, J. Moreno-Herrera | |||||||
| 09:33 - 09:44 | FRAGILITY CURVES FOR DAMAGE ASSESSMENT OF PARTIALLY-GROUTED REINFORCED MASONRY WALLS Z. Zhang, J. Murcia-Delso, C. Sandoval, G. Araya-Letelier, F. Wang | |||||||
| 09:44 - 09:55 | OUT-OF-PLANE FLEXURAL BEHAVIOUR OF UNGROUTED POST-TENSIONED CONCRETE BLOCK MASONRY J.M. Garcia, R. Bonett | |||||||
| 09:55 - 10:06 | STRUCTURAL BEHAVIOR OF INTERLOCKING BLOCK MASONRY SYSTEM WITH NORMAL AND LIGHTWEIGHT MATERIAL S.M. Dehghan, V. Baneshi, N. Hosseinzadeh | |||||||
| 10:06 - 10:17 | EFFECT OF TOOTHED WALL-FRAME CONNECTION ON THE LATERAL RESPONSE OF CONFINED MASONRY R. Vadlapudi, B. Singha, G. Mondal, S. Dash | |||||||
| BROWN 2 | Convenors: P. Morandi, K. Beyer, C. Butenweg | ||||||||
| 10:30 - 10:35 | INTRODUCTION | |||||||
| 10:35 - 10:45 | DECODING SEISMIC RESPONSE IN MODERN UNREINFORCED MASONRY: EXPERIMENTAL INSIGHTS ON PLAN IRREGULARITY A. Asikoglu, G. Vasconcelos, P. Lourenço | |||||||
| 10:45 - 10:55 | SEISMIC BEHAVIOUR OF MODERN AGGREGATE MASONRY STRUCTURES: A NONLINEAR DYNAMIC ANALYSIS S. Torres-Olivares, B. González Rodrigo, E.I. Saavedra Flores, N. Tarque, L. Navas-Sánchez, D.A. Hidalgo-Leiva | |||||||
| 10:55 - 11:05 | SEISMIC BEHAVIOUR AND DESIGN OF MODERN REINFORCED MASONRY BUILDINGS: CANADIAN PRACTICE S. Brzev, Y. Hsu, B. Robazza, T. Yang | |||||||
| 11:05 - 11:15 | WHAT CAN BE DONE TO MODERNIZE CONFINED MASONRY FOR EARTHQUAKE RESISTANCE? S.M. Alcocer, D.C. Ramírez, D.A. Sánchez | |||||||
| 11:15 - 11:25 | STATISTICAL ANALYSIS USING THE IISEE MASONRY DATABASE: PART1. PROBABILITY DENSITY AND ANALYZING DATA Y. Otsuka, T. Azuhata | |||||||
| 11:25 - 11:35 | DYNAMIC TESTING OF CONTROLLED ROCKING MASONRY WALLS WITH END-CONFINED BOUNDARY ELEMENTS Y. Soliman, M. Ezzeldin, L. Wiebe | |||||||
| 11:35 - 11:45 | EXPERIMENTAL BEHAVIOR OF MASONRY WALLS WITH DIFFERENT TYPES OF INTERFACES G. Torrisi, F. Crisafulli | |||||||
