| 1 | Li Guiqing, Li Zhengnong and Jifu Meng | Dynamic reliability analysis for power house section of Three Gorges Dam [11WCEE] |
| 2 | Shunsuke Sugano | State-of-the-art in techniques for rehabilitation of buildings [11WCEE] |
| 3 | Hernandez A. and Valle O.L | Vibration measurement in offshore structures [11WCEE] |
| 4 | Hunt R. J. and Beavers J. E. | Development of the 1997 update of the recommended provisions for the seismic regulations of new buildings [11WCEE] |
| 5 | Sobaih M. | Seismic design criteria for Egypt [11WCEE] |
| 6 | Davidovici Victor E. | New trends of Eurocode 8/general rules [11WCEE] |
| 7 | Woo G | Northwest European seismic hazard: the search for a regional perspective [11WCEE] |
| 8 | Power Maurice S. | Characteristics of seismic hazard in stable continental regions and active tectonic regions: relevance for developing seismic design criteria [11WCEE] |
| 9 | Smit P | Strong motion attenuation model for Central Europe [11WCEE] |
| 10 | Stepp J. Carl | Characteristics of seismicity in stable continental regions important for seismic hazard assessment [11WCEE] |
| 11 | Yanagisawa N. and Kazama M. | Nonlinear dynamic behavior of the ground inferred from strong motion array records at Kobe Port Island during the 1995 Hyogoken-Nanbu earthquake [11WCEE] |
| 12 | Yoshida N. andNakamura S. | Damage to Daikai subway station during the 1995 Hyogoken-Nunbu earthquake and its investigation [11WCEE] |
| 13 | Ishihara K. and Yasuda S. | Liquefaction-induced ground failures in the 1995 Hyogoken-Nambu (Kobe) earthquake [11WCEE] |
| 14 | Iwasaki Y. | Strong ground motion during the Kobe earthquake of Jan. 17, 1995 [11WCEE] |
| 15 | Doroudian Macan, Vucetic Mladen and Martin Geoffrey R | Development of 3-dimensional geotechnical data base for Los Angeles seismic microzonation [11WCEE] |
| 16 | Prakash S. and Wu Y. | Displacement of rigid retaining walls during earthquakes [11WCEE] |
| 17 | Celebi MehmetK. | Unique ground motions recorded during the Northridge (California) earthquake of January 17, 1994 and implications [11WCEE] |
| 18 | Seco e Pinto P. S. | Considerations on the geotechnical behavior of structures during earthquakes [11WCEE] |
| 19 | Akiyama H. | Damage of steel buildings and seismic input in the Hyogoken-Nanbu earthquake [11WCEE] |
| 20 | Nakashima M. | Damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake [11WCEE] |
| 21 | Martinez-Romero Enrique | Ductile large-span framing system for tall and slender steel buildings, in seismic regions [11WCEE] |
| 22 | Tsai K. C. | Design of steel beam-column moment connections [11WCEE] |
| 23 | Malley James 0 | Post-Northridge research efforts to improve steel frame building performance [11WCEE] |
| 24 | Engelhardt Michael D | Damage to steel moment frames observed in the 1994 Northridge earthquake [11WCEE] |
| 25 | Man S. T. and Loh C. H. | Quick post-earthquake safety evaluation of buildings equipped with a new PC-based seismic recording system [11WCEE] |
| 26 | Shin T. C, Tsai Y. B. and Wu Y. M. | Rapid response of large earthquakes in Taiwan using a realtime telemetered network of digital acceloragraphs [11WCEE] |
| 27 | Heaton Tomds. Clayton Robert, Davis James, Hauksson Egill, Jones Lucille, Kanamori Hiroo, Mori James, Porcella Ron and Shakal Tony | The TriNet project [11WCEE] |
| 28 | Gibson Gary, Peck Wayne and McPherson Greg | An earthquake rapid response system operating in South-East Australia [11WCEE] |
| 29 | Nakamura Yutaka | Real-time information systems for hazards mitigation [11WCEE] |
| 30 | Lee W. H. K., Shing T. C. and Teng T.L | Design and implementation of earthquake early warning systems in Taiwan [11WCEE] |
| 31 | 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] |
| 32 | Ordaz Mario, Perez-Rocha Luis Eduardo and Reinoso Eduardo | Seismic design criteria: considerations for very soft soils [11WCEE] |
| 33 | Park R | Explicit incorporation of element and structure overstrength in the design process [11WCEE] |
| 34 | Seneviratna G. D. P. K. and Krawinkler H. | Modifications of seismic demands for MDOF systems [11WCEE] |
| 35 | Miranda E. | Site-dependent seismic demands for nonlinear SDOF systems [11WCEE] |
| 36 | Fajfar Peter | Design spectra for the new generation of codes [11WCEE] |
| 37 | Riddell R | Use and knowledge of design spectra [11WCEE] |
| 38 | Moehle Jack P | Displacement-based seismic design criteria [11WCEE] |
| 39 | Otani S. | Recent developments in seismic design criteria in Japan [11WCEE] |
| 40 | Pinto Paolo Emilio | Assessment and redesign of existing structures current—developments in Europe [11WCEE] |
| 41 | Cornell C. Allin | Calculating building seismic performance reliability: a basis for multi-level design norms [11WCEE] |
| 42 | Hamburger R. 0 | Implementing performance based seismic design in structural engineering practice [11WCEE] |
| 43 | Bertero Vitelmo V. | The need for multi-level seismic design criteria [11WCEE] |
| 44 | Krawinkler H. | Introduction to the special theme session on seismic design criteria [11WCEE] |
| 45 | Casciati F. | Active control of structures in European seismic areas [11WCEE] |
| 46 | Kobori Takuji | Active and hybrid structural control research in Japan [11WCEE] |
| 47 | Soong T. T. | Active control research in the U.S. [11WCEE] |
| 48 | Iemura H. | Development in passive structural control in Japan [11WCEE] |
| 49 | Hanson Robert D | Developments in structural control in the USA (passive) [11WCEE] |
| 50 | Buckle I. G | Overview of seismic design methods for bridges in different countries and future directions [11WCEE] |
| 51 | Pinto Paolo Emilio | European perspectives on seismic design of bridges [11WCEE] |
| 52 | Park R | New Zealand perspectives on seismic design of bridges [11WCEE] |
| 53 | Iwasaki Toshio | Perspectives of seismic design criteria for highway bridges in Japan [11WCEE] |
| 54 | Roberts James E. | US perspectives on seismic design of bridges [11WCEE] |
| 55 | Anagnostopoulos S. | Building pounding re-examined: how serious a problem is it? [11WCEE] |
| 56 | Jagiasi Anil R. and Kasai Kazuhiko | Estimate and control of relative displacement between adjacent structures [11WCEE] |
| 57 | Valles-Mattox R. E. and Reinhorn A. M. | An energy approach to pounding of structures [11WCEE] |
| 58 | Filiatrault A., Wagner P. and Cherry S | An experimental study on the seismic pounding of buildings [11WCEE] |
| 59 | Jeng V. and Tzeng W.L. | Building seismic separation at Taipei City [11WCEE] |
| 60 | Kasai K., JagiasiA. R. andMaison B. F. | Survey and analysis of building pounding during 1989 Loma Prieta earthquake [11WCEE] |
| 61 | Bertero Vitelmo V. | Implications of observed pounding of buildings on seismic code regulations [11WCEE] |
| 62 | Kaminosono T. | Japanese experience on building rehabilitation: the case of Kobe City [11WCEE] |
| 63 | 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] |
| 64 | Ersoy Ugur | Seismic rehabilitation—applications, research and current needs [11WCEE] |
| 65 | Sauter Franz F | Design philosophy for seismic upgrading of buildings—a Latin American perspective [11WCEE] |
| 66 | Martinez-Romero E. | Energy dissipation devices and foundation strengthening [11WCEE] |
| 67 | de la Torre 0 | Frame jacketing [11WCEE] |
| 68 | Garcia-Jarque F. | Experiences in Mexico. Reinforcing and bracing buildings after the 1985 earthquake. A designer's point of view [11WCEE] |
| 69 | Rioboo J. Ma | Cable bracing [11WCEE] |
| 70 | Iglesias J. and Aguilar J. A | Rehabilitation of buildings after the 1985 Mexico City earthquake [11WCEE] |
| 71 | Jirsa J.0 | Introductory remarks for special theme session—rehabilitation of buildings [11WCEE] |
| 72 | 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] |
| 73 | YoussefNabih | Application of hybrid damping system with base isolation for the seismic retrofit of Los Angeles Hall [11WCEE] |
| 74 | Penelis G. Gr. | Techniques materials for structural restoration [11WCEE] |
| 75 | Gavarini C. and Bruno S. | Towards a complex approach to preservation and seismic protection of monuments [11WCEE] |
| 76 | Meli Roberto and Sanchez-Ramirez Roberto | Considerations on the seismic safety of historical monuments [11WCEE] |
| 77 | Giuffre Antonino and Carocci Caterina | Vulnerabilty and mitigation in historical centres in seismic areas [11WCEE] |
| 78 | Poulos H. G. and Tabesh A. | Seismic response of pile foundations—some important factors [11WCEE] |
| 79 | Papalou A. and Bielak J. | Seismic interaction effects in earth and rockfill dams [11WCEE] |
| 80 | Prakash Shamsher and Puri V. K. | Analysis and design of foundation under earthquakes [11WCEE] |
| 81 | Chao Heng-Yih andBorja Ronaldo I. | Local soil condition and nonlinear FE model [11WCEE] |
| 82 | Tazoh Takashi and Gazetas George | Pile foundations subjected to large ground deformations: lessons from Kobe and research needs [11WCEE] |
| 83 | Kokusho T., Sato K. andMatsumoto M. | Nonlinear dynamic soil properties back-calculated from strong seismic motions during Hyogoken-Nanbu earthquake [11WCEE] |
| 84 | lai Susumi, Ichii Koji and Morita Toshikazu | Lessons learned from the performance of caisson type quay walls at 1995 Great Hanshin earthquake [11WCEE] |
| 85 | Sarma S. K. and Chen Y. C. | Bearing capacity of strip footings near sloping ground during earthquakes [11WCEE] |
| 86 | Paolucci R. and Faccioli E. | Seismic behaviour of shallow foundations by simple elasto-plastic models [11WCEE] |
| 87 | Pecker A | Seismic bearing capacity of shallow foundations [11WCEE] |
| 88 | Sieffert J. G. | What is missing for using in practice available results on foundation impedances [11WCEE] |
| 89 | Carrubba P. and Maugeri M. | Non linear effects during dynamic loading on piles [11WCEE] |
| 90 | Finn W. D. L, Thavaraj T.andWuG | Seismic analysis of pile foundations: state-of-art [11WCEE] |
| 91 | Wolf John P. and Song Chongmin | Consistent infinitesimal finite-element cell method to model unbounded soil—a boundary finite-element procedure [11WCEE] |
| 92 | Popovici A. and Sarghiuta R. | Comments concerning present regulations on arch dams seismic analysis [11WCEE] |
| 93 | Weiland Martin | Seismic performance and assessment criteria for concrete dams [11WCEE] |
| 94 | LinGao | Aseismic design of arch dams [11WCEE] |
| 95 | Fenves Gregory L. and Chavez Juan W. | Evaluation of earthquake induced sliding in gravity dams [11WCEE] |
| 96 | Taylor C. A | Non-linear analysis of the seismic behaviour of moderate height concrete gravity dams [11WCEE] |
| 97 | Fan B. H. and Sanchez Sanchez H. A | Introduction [11WCEE] |
| 98 | Kuroiwa Julio | A regional earthquake scenario in southern Peru [11WCEE] |
| 99 | Toppozada T. R | Scenario for a M8+ earthquake in Northwestern California [11WCEE] |
| 100 | Guevara L.T. | Medical district earthquake planning scenario in Caracas, Venezuela [11WCEE] |