| 18801 | Nakamura Yutaka | Real-time information systems for hazards mitigation [11WCEE] |
| 18802 | Lee W. H. K., Shing T. C. and Teng T.L | Design and implementation of earthquake early warning systems in Taiwan [11WCEE] |
| 18803 | Espinosa-Aranda J. M., Jimenez A., Ibarrola G, Alcantara F., AguilarA., Inostroza M. and Maldonado S. | Results of the Mexico City early warning system [11WCEE] |
| 18804 | Ordaz Mario, Perez-Rocha Luis Eduardo and Reinoso Eduardo | Seismic design criteria: considerations for very soft soils [11WCEE] |
| 18805 | Park R | Explicit incorporation of element and structure overstrength in the design process [11WCEE] |
| 18806 | Seneviratna G. D. P. K. and Krawinkler H. | Modifications of seismic demands for MDOF systems [11WCEE] |
| 18807 | Miranda E. | Site-dependent seismic demands for nonlinear SDOF systems [11WCEE] |
| 18808 | Fajfar Peter | Design spectra for the new generation of codes [11WCEE] |
| 18809 | Riddell R | Use and knowledge of design spectra [11WCEE] |
| 18810 | Moehle Jack P | Displacement-based seismic design criteria [11WCEE] |
| 18811 | Otani S. | Recent developments in seismic design criteria in Japan [11WCEE] |
| 18812 | Pinto Paolo Emilio | Assessment and redesign of existing structures current—developments in Europe [11WCEE] |
| 18813 | Cornell C. Allin | Calculating building seismic performance reliability: a basis for multi-level design norms [11WCEE] |
| 18814 | Hamburger R. 0 | Implementing performance based seismic design in structural engineering practice [11WCEE] |
| 18815 | Bertero Vitelmo V. | The need for multi-level seismic design criteria [11WCEE] |
| 18816 | Krawinkler H. | Introduction to the special theme session on seismic design criteria [11WCEE] |
| 18817 | Casciati F. | Active control of structures in European seismic areas [11WCEE] |
| 18818 | Kobori Takuji | Active and hybrid structural control research in Japan [11WCEE] |
| 18819 | Soong T. T. | Active control research in the U.S. [11WCEE] |
| 18820 | Iemura H. | Development in passive structural control in Japan [11WCEE] |
| 18821 | Hanson Robert D | Developments in structural control in the USA (passive) [11WCEE] |
| 18822 | Buckle I. G | Overview of seismic design methods for bridges in different countries and future directions [11WCEE] |
| 18823 | Pinto Paolo Emilio | European perspectives on seismic design of bridges [11WCEE] |
| 18824 | Park R | New Zealand perspectives on seismic design of bridges [11WCEE] |
| 18825 | Iwasaki Toshio | Perspectives of seismic design criteria for highway bridges in Japan [11WCEE] |
| 18826 | Roberts James E. | US perspectives on seismic design of bridges [11WCEE] |
| 18827 | Anagnostopoulos S. | Building pounding re-examined: how serious a problem is it? [11WCEE] |
| 18828 | Jagiasi Anil R. and Kasai Kazuhiko | Estimate and control of relative displacement between adjacent structures [11WCEE] |
| 18829 | Valles-Mattox R. E. and Reinhorn A. M. | An energy approach to pounding of structures [11WCEE] |
| 18830 | Filiatrault A., Wagner P. and Cherry S | An experimental study on the seismic pounding of buildings [11WCEE] |
| 18831 | Jeng V. and Tzeng W.L. | Building seismic separation at Taipei City [11WCEE] |
| 18832 | Kasai K., JagiasiA. R. andMaison B. F. | Survey and analysis of building pounding during 1989 Loma Prieta earthquake [11WCEE] |
| 18833 | Bertero Vitelmo V. | Implications of observed pounding of buildings on seismic code regulations [11WCEE] |
| 18834 | Kaminosono T. | Japanese experience on building rehabilitation: the case of Kobe City [11WCEE] |
| 18835 | Rojahn Christopher, Shapiro Daniel, Reaveley Lawrence D., Holmes William T., Smith James R. and Morelli Ugo | U. S. Guidelines for the seismic rehabilitation of existing buildings [11WCEE] |
| 18836 | Ersoy Ugur | Seismic rehabilitation—applications, research and current needs [11WCEE] |
| 18837 | Sauter Franz F | Design philosophy for seismic upgrading of buildings—a Latin American perspective [11WCEE] |
| 18838 | Martinez-Romero E. | Energy dissipation devices and foundation strengthening [11WCEE] |
| 18839 | de la Torre 0 | Frame jacketing [11WCEE] |
| 18840 | Garcia-Jarque F. | Experiences in Mexico. Reinforcing and bracing buildings after the 1985 earthquake. A designer's point of view [11WCEE] |
| 18841 | Rioboo J. Ma | Cable bracing [11WCEE] |
| 18842 | Iglesias J. and Aguilar J. A | Rehabilitation of buildings after the 1985 Mexico City earthquake [11WCEE] |
| 18843 | Jirsa J.0 | Introductory remarks for special theme session—rehabilitation of buildings [11WCEE] |
| 18844 | Grunthal G. and Gutierrez C. A | European macroseismic scale (EMS-92); innovations especially with respect to engineered buildings and experiences in its worldwide applications [11WCEE] |
| 18845 | YoussefNabih | Application of hybrid damping system with base isolation for the seismic retrofit of Los Angeles Hall [11WCEE] |
| 18846 | Penelis G. Gr. | Techniques materials for structural restoration [11WCEE] |
| 18847 | Gavarini C. and Bruno S. | Towards a complex approach to preservation and seismic protection of monuments [11WCEE] |
| 18848 | Meli Roberto and Sanchez-Ramirez Roberto | Considerations on the seismic safety of historical monuments [11WCEE] |
| 18849 | Giuffre Antonino and Carocci Caterina | Vulnerabilty and mitigation in historical centres in seismic areas [11WCEE] |
| 18850 | Poulos H. G. and Tabesh A. | Seismic response of pile foundations—some important factors [11WCEE] |
| 18851 | Papalou A. and Bielak J. | Seismic interaction effects in earth and rockfill dams [11WCEE] |
| 18852 | Prakash Shamsher and Puri V. K. | Analysis and design of foundation under earthquakes [11WCEE] |
| 18853 | Chao Heng-Yih andBorja Ronaldo I. | Local soil condition and nonlinear FE model [11WCEE] |
| 18854 | Tazoh Takashi and Gazetas George | Pile foundations subjected to large ground deformations: lessons from Kobe and research needs [11WCEE] |
| 18855 | Kokusho T., Sato K. andMatsumoto M. | Nonlinear dynamic soil properties back-calculated from strong seismic motions during Hyogoken-Nanbu earthquake [11WCEE] |
| 18856 | lai Susumi, Ichii Koji and Morita Toshikazu | Lessons learned from the performance of caisson type quay walls at 1995 Great Hanshin earthquake [11WCEE] |
| 18857 | Sarma S. K. and Chen Y. C. | Bearing capacity of strip footings near sloping ground during earthquakes [11WCEE] |
| 18858 | Paolucci R. and Faccioli E. | Seismic behaviour of shallow foundations by simple elasto-plastic models [11WCEE] |
| 18859 | Pecker A | Seismic bearing capacity of shallow foundations [11WCEE] |
| 18860 | Sieffert J. G. | What is missing for using in practice available results on foundation impedances [11WCEE] |
| 18861 | Carrubba P. and Maugeri M. | Non linear effects during dynamic loading on piles [11WCEE] |
| 18862 | Finn W. D. L, Thavaraj T.andWuG | Seismic analysis of pile foundations: state-of-art [11WCEE] |
| 18863 | Wolf John P. and Song Chongmin | Consistent infinitesimal finite-element cell method to model unbounded soil—a boundary finite-element procedure [11WCEE] |
| 18864 | Popovici A. and Sarghiuta R. | Comments concerning present regulations on arch dams seismic analysis [11WCEE] |
| 18865 | Weiland Martin | Seismic performance and assessment criteria for concrete dams [11WCEE] |
| 18866 | LinGao | Aseismic design of arch dams [11WCEE] |
| 18867 | Fenves Gregory L. and Chavez Juan W. | Evaluation of earthquake induced sliding in gravity dams [11WCEE] |
| 18868 | Taylor C. A | Non-linear analysis of the seismic behaviour of moderate height concrete gravity dams [11WCEE] |
| 18869 | Fan B. H. and Sanchez Sanchez H. A | Introduction [11WCEE] |
| 18870 | Kuroiwa Julio | A regional earthquake scenario in southern Peru [11WCEE] |
| 18871 | Toppozada T. R | Scenario for a M8+ earthquake in Northwestern California [11WCEE] |
| 18872 | Guevara L.T. | Medical district earthquake planning scenario in Caracas, Venezuela [11WCEE] |
| 18873 | Fernandez J., Hoefer G., Tucker B., Ventura C. and Villacis C. | Using seismic scenarios for urban risk management in developing countries [11WCEE] |
| 18874 | Wong Felix S. and Tang Alex | Assessment of telecommunications damage using scenario earthquakes [11WCEE] |
| 18875 | Kazuoh Seo | Application of microtremors to earthquake damage scenarios—lessons learned from recent damaging earthquakes [11WCEE] |
| 18876 | Kaneko Fumio, Segawa Shukyo and Komaru Yasushi | A simple estimation of strong ground motion distribution for disaster evaluation [11WCEE] |
| 18877 | Rynn John, Stuart Harold and Pedersen Ian | Earthquake damage scenarios from 1989 Newcastle earthquake—some practical applications towards future mitigation measures for Australia [11WCEE] |
| 18878 | Shah Haresh and Dong Weimin | Scenario earthquakes in financial risk management [11WCEE] |
| 18879 | SmolkaA | The use of earthquake scenarios in the insurance industry—opportunities for the application of GIS [11WCEE] |
| 18880 | Kappos A. J. , Stylianidis K. C. and Michailidis C.N. | A methodology for developing loss scenarios, with an application to the city of Thessaloniki [11WCEE] |
| 18881 | Montoya-Dulche C. | A comprehensive computer system for seismic risk analysis and assessment using object oriented philosophy [11WCEE] |
| 18882 | Pinto A, V. and Calvi G.M. | Ongoing and future research in support of Eurocode 8 [11WCEE] |
| 18883 | Gazetas G. and Nikolaou A | Kinematic bending moments in piles: developments for new-code revisions [11WCEE] |
| 18884 | Faccioli E., Paolucci R. and Pecker A | Code-oriented studies on the behaviour of shallow foundations under seismic loading [11WCEE] |
| 18885 | Calvi G. M. and Pinto P. E. | Assessment of EC8 provisions for reinforced concrete bridges [11WCEE] |
| 18886 | Fardis M. N., Calvi G. M. and Panagiotakos T. B | Studies for the development of code provision for infilled RC frames [11WCEE] |
| 18887 | Elnashai A. S., Broderick B. M. and Salvitti L. M | Assessment of EC8 behaviour factors for RC, steel and composite frames [11WCEE] |
| 18888 | Carvalho E. C, Coelho Etna and Fardis M. N. | Assessment of EC8 provisions for reinforced concrete frames [11WCEE] |
| 18889 | Taylor C. A. and Crewe A. J. | Shaking table tests of simple direct foundations [11WCEE] |
| 18890 | Bousias S., Franchioni G and Casirati M. | Seismic tests with three simultaneous shaking tables on a 1:8 scaled bridge model in support of design Eurocode 8 [11WCEE] |
| 18891 | Pinto A. V., Verzeletti G, Magonette G, Pegon P., Negro P. and Guedes J. | Pseudo-dynamic testing of large-scale R/C bridges in ELSA [11WCEE] |
| 18892 | Negro P. and Taylor C. A | Effect of infills on the global seismic behaviour of R/C frames: results of pseudodynamic and shaking table tests [11WCEE] |
| 18893 | Carydis P. G., Mouzakis H. P., Vougioukas E. A., Crewe A. J., Taylor C A., Franchioni G. and Bairrao R | Comparative assessment of shaking tables [11WCEE] |
| 18894 | Faccioli E. V | Site effects in the Eurocodc 8 [11WCEE] |
| 18895 | Abrahamson N. A | Empirical models of site response effects [11WCEE] |
| 18896 | ArchuletaR. J., SteidlJ. H. and Tumarkin A. G. | Garner Valley downhole array: a case study of site effects [11WCEE] |
| 18897 | Hisada Y. and Yamamoto S. | One-, two-, and three-dimensional site effects in sediment-filled basins [11WCEE] |
| 18898 | Fah D | Hybrid methods for simulating site effects [11WCEE] |
| 18899 | Furumura T. | Pseudospectral method for wave propagation simulation [11WCEE] |
| 18900 | Day Steven M.,Magistrate Harold and McLaughlin Keith L | Ground motion simulation in 3D using an adaptive grid [11WCEE] |