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First International Conference on Urban Earthquake Engineering
Tokyo Institute of Technology, Japan, March 8-9 2004
Center for Urban Earthquake Engineering (CUEE)
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| About the COE program |
| 21st century COE programs in Tokyo Institute of Technology |
Aizawa, M. |
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| Outlind of 21st century COE program: evolution of urban earthquake engineering |
Ohmachi, T. and Tokimatsu, K. |
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| Keyone Presentations |
| A framework for performance-based earthquake engineering |
Moehle, J. |
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| Overview of the Multidisciplinary Center for Earthquake Engineering Research (MCEER) |
Bruneau, M. |
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| Considerations of site response in U.S. building code provisions |
Borcherdt, R. |
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| Seismic Resistant Steel Structures |
| Fracture in steel bridge piers due to earthquakes |
Miki, C. and Sasaki, E. |
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| Required fracture toughness of steels to prevent brittle fracture during earthquakes in stteel bridge piers |
Sasaki, E. and Miki, C. |
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| Experimental study on ductility capacity of composite beams |
Yamada, S., Oh, S.H. and Okada, K. |
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| Effect of column flexural stiffness and strength on story drift concentration for two story braced frame |
Kimura, Y. and MacRae G.A. |
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| Beam element for truss beam with elastoplastic-buckling behavior |
Motoyui, S. |
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| Seismic Resistant RC Structures (1) |
| Enhancement of flexural ductility of reinforced concrete bride columns |
Kawashima, K. |
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| An evaluation of the displacement amplification factors for seismic design of bridges |
Watanabe, G. and Kawashima, K. |
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| Simplified nonlinear analysis procedure for single-story asymmetric buildings subjected to bi-directional ground motion |
Fujii, K., Nakano, Y. and Sanada, Y. |
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| An experimental study on influence of mullion-type wall of predominant bending failure in reinforced concrete frame |
Hotta, H. and Tsunoda, T. |
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| Experimental study on mechanical behavior of damage controlled precast-prestressed concrete frame with P/C mild-press-joint |
Sakata, H., Wada A., Matsuzaki, Y. and Nakano K. |
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Structural Control and Base Isolation |
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| Current status of Japanese passive control scheme for mitigating seismic damage to buildings and equipments |
Kasai, K. |
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| Passive vibration-control concept for truss frame structures |
Takeuchi, T. |
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| Extended constitutive rules for various viscoelastic materials using fractional derivatives |
Ooki, Y. and Kasai, K. |
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| Experimental study on mitigation of seismic response of a building by variable dampers |
Ruangrassamee, A., Srisamai, W., and Lukkunaprasit, P. |
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| Enhanced performance of buildings retrofitted with friction dampers with restrainers |
Lukkunaprasit, P. and Wanitkorkul A. |
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Keynote Presentations |
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| Opportunities for International Collaboration on earthquake engineering through the George Brown Jr. network for earthquake engineering Simulation |
Mahin, S.A. |
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| Earthquake engineering research in shaking table testing laboratory of Tongji university, Shanghai, China |
Lu, X.L. and Jiang H.J. |
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| Recent research activities in NCREE: developments of the earthquake loss estimate system and internet testing techniques |
Tsai, K.C. and Yeh C.H. |
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Seismic Resistant RC Structures (2) |
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| Experimental study on tri-axial non-linear restoring force characteristics of R/C columns |
Takiguchi, K., Nishimura, K. and Okuda, T. |
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| Stress-strain relationship for the localized compressive failure zone of concrete under cyclic loading |
Watanabe, K., Niwa, J., Yokota, H. and Iwanami, M. |
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| New reinforcing method for reinforced concrete beam with web opening introduced prestressing force |
Katori, K. and Hayashi, S. |
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| Shear crack control on reinforced concrete column by lateral prestressing |
Watanabe, H., Katori, K., Shinohara, Y. and Hayashi, S. |
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| Seismic retrofit of rectangular RC columns at NCREE |
Chang, K, C., Tsai, K.C., Chang, S.P. and Lin, M.L. |
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Ground Motions and Their Effects (1) |
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| Seismic hazard mapping projects in Japan |
Midorikawa, S. |
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| Several subjects still remained since the 1995 Kobe earthquake |
Seo, K., Motoki, K., Kurita, K., Momii, T., Shigeta, T. and Niwa, N. |
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| Estimation of site amplifications in focal area of the 2003 Miyagiken- Hokubu earthquake using aftershock and microtremor records |
Yamanaka, H., Motoki, K., Komaba, N., Kamimura, Y.and Murayama, M. |
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| An approximate method to represent the extreme values of non-stationary Gaussian white noise |
Morikawa, H. |
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Ground Motions and Their Effects (2) |
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| Site amplification effects observed from moderate intensity earthquake records obtained in the SMASCH array |
Cruz, E.F., Valdivia, D. and Schmauk, R. |
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| Disaster prevention by realtime earthquake information-Study on practical use in private enterprise- |
Takahashi, I. and Nambu, S. |
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| Near field effects of a hidden seismic fault underlying concrete dam |
Ohmachi, T., Kojima, N., Murakami, A. and Komaba, N. |
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Keynote Presentation |
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| Urban earthquake engineering: foundation characterization for performance based design |
Finn, L. |
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| Seismic Soil and Foundation Engineering |
| Effects of dynamic soil-structure interaction on pile stress in large shaking table tests |
Tokimatsu, K. and Suzuki H. |
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| A method to evaluate the safety of the existing piled foundations against buckling in liquefiable soils |
Bhattacharya, S. |
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| 1-G model test on pile-soil interaction in lateral flow of liquefied ground |
Kuwano, J., Takahashi, A., Yano, Y. and Saruwatari, T. |
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| Liquefaction remediation of sand with an existing oil tank by chemical grouting |
Takemura, J., Imamura, S. and Hirano, T. |
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Keynote Presentation |
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| Integrated natural hazards risk reduction-emergence of a US approach |
Scawthorn, C. |
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| Isuues on Performance-Based Design for Future Earthquakes |
| Seismic design: From buildings to cities |
Wada, A. |
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| An optimal design problem of infrastructure consistent with maintenance/replacement scheduling |
Ueda, T. and Yamada, N. |
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| Evaluation of portfolio seismic risk due to different allocations of multiple buildings |
Suwa, H., Nobata, A. and Seki, M. |
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| Papers Presented in the Poster Sessions |
| RC Structures |
| Seismic response of nonlinear controlled isolated bridges under near-field ground motions |
Lee, T.Y. and Kawashima, K. |
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| Seismic performance of reinforced concrete C-bent columns based on a hybrid loading test |
Nagata, S., Kawashima, K. and Watanabe, G. |
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| Three-dimensional non-linear earthquake response analysis of reinforced concrete structures |
Nishimura, K., Takiguchi, K. and Nguyen, H.H. |
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| The proposal of simplified truss model for shear carrying capacity of prestressed concrete beams |
Lertsamattiyakul, M., Niwa, J., Tamura, S. and Hamada Y. |
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| Nonlinear analysis of reinforced concrete viaducts subjected to seismic loads using 3D lattice model |
Miki, T. and Niwa, J. |
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| Research on weight reduction of PC composite members using ultra high strength fiber reinforced cementitious composites (UFC) |
Murata, H., Niwa, J. and Sivaleepunth, C. |
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| Mechanism of efflorescence on historical masonry buildings seismically reinforced with concrete |
Matsuo, T. and Tanaka, K. |
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Steel Structures
| Development of plannar array probes for detection of three-dimensional defect |
Rattanasuwannachart, N., Takahashi K., Miki C. and Hirose S. |
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| Proposal of new steel structures which limit damage to connection elements at the bottom flange of beam-ends |
Kishiki, S., Yamada, S., Takeuchi, T., Suzuki, K. and Wada, A |
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| Passive Control |
| Applications of inelastic SPD method for estimating relative displacement to avoid pounding of adjacent buildings |
Tran, B.T. and Kasai, K. |
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| Simplified peak response evaluation and design for elasto-plastically damped structures |
Ito, H. and Kasai, K. |
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| Wind and seismic vibration characteristics of a tall building model using viscoelastic damper |
Sato, D., Kasai, K. and Tamura, T. |
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Soil & Foundation Dynamics |
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| Pore water pressure response around pile and its effects on p-y relation |
Suzuki, H. and Tokimatsu, K. |
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| Scattering of plane SH-waves by a circular cavity in a pre-stressed elastic medium |
Leungvichcharoen, S. and Wijeyewickrema, A.C |
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| Evacuation |
| Evacuation behavior in city fire following earthquake |
Meshitsuka, Y., Aoki, Y., Ohno, R., Osaragi, T. and Katayama, M. |
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| Tsunami |
| Relation between Rayleigh waves and uplift of the seabed for rapid tsunami detection |
Inoue, S. and Ohmachi, T. |
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| Ground Motions |
| Updating of GIS building inventory data for earthquake damage assessment using high-resolution satellite image-Application to metro manila, Philippines- |
Miura, H., Midorikawa, S. and Fujimoto, K.. |
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| Preliminary evaluation of surface soil response applying the H/V spectral ratio technique to microtremor data within Dhaka city, Bangladesh |
Kamal, M., Midorikawa, S., Yamazaki, F. and Ansary, M. |
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| A study on the effects of surface waves generated in deep sedimentary basins during a major earthquake |
Eto, K., Seo, K. and Motoki, K. |
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| Effects of deep subsurface structures on seismic wave propagation near the edge of sedimentary plain |
Saguchi, K., Motoki, K. and Seo, K. |
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| Modern urban seismic network in Bucharest, Romania |
Aldea, A, Kashima, T., Lungu, D., Vacareanu, R., Koyama, S. and Arion, C. |
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