| 801 | T. Kobori, Y. Miura, E. Fukuzawa, T. Yamada, T. Arita, Y. Takenaka, N.Miyagawa, N.Tanaka & T.Fukumoto | Development and application of hysteresis steel dampers [10WCEE] |
| 802 | T. Niiya, S. Ishimaru, N. Yamaguchi & T. Hayashida | Seismic response control by 'mode(s)-isolation' method Part II: Control of a tall building by tuned multi-masses damper system [10WCEE] |
| 803 | S. Kawamura, M. Shinozuka, Q. Feng & S. Fujii | Hybrid isolation system using friction-controllable sliding bearings Part 1: Outline of the system [10WCEE] |
| 804 | I. Shimoda, Y. Takenaka, A. Yasaka & M. lkenaga | Development of a lead rubber bearing with a stepped plug [10WCEE] |
| 805 | T.A. Sandovich & I.M. Izenberg | Effective energy absorbing unit made of natural materials in seismic isolation systems [10WCEE] |
| 806 | S. Kawamata | Seismic control of multi-storied buildings by means of accelerated liquid mass damper [10WCEE] |
| 807 | Y. Haga, H. lshibashi, H. Matsuzaki & T. Kato | Tuned Mass Damper for long-period buildings [10WCEE] |
| 808 | D. J. Dowrick, W. J. Cousins, W. H. Robinson & J. Babor | Recent developments in seismic isolation in New Zealand [10WCEE] |
| 809 | F. Braga & G. Zampino | Seismic isolation of the ancient Bell-Tower of Melfi [10WCEE] |
| 810 | H. Sugimoto, K. Naruse & Y. Seko | Design of 3-D earthquake isolation floor applied to a large room housing computers [10WCEE] |
| 811 | H.Yanbe, S.Fujita, N.Masaki & M.Ohta | Development of isolation system for ambient micro-vibration and earthquake using multi-stage rubber bearings and high damping rubber damper [10WCEE] |
| 812 | Y. Morikawa, S. Fujita, S. Nagata & I. Shimoda | Development of seismic isolation system for light equipment using friction pendulum bearings [10WCEE] |
| 813 | I. D. Aiken, J. M. Kelly, P. W. Clark, K. Tamura, M. Kikuchi & T. Itoh | Experimental studies of the mechanical characteristics of three types of seismic isolation bearings [10WCEE] |
| 814 | K. Mizukoshi, A. Yasaka, M. Iizuka & K. Takabayashi | Failure test of laminated rubber bearings with various shapes [10WCEE] |
| 815 | M. Moteki, N.Kawai, K. Ishida, S.Yabana & O. Nojima | Shaking table test on ultimate behavior of seismic isolation system Part 1: Outline of the test and response of superstructure [10WCEE] |
| 816 | R. Shepherd & L. J. Billings | Mechanics of elastomeric seismic isolation bearings [10WCEE] |
| 817 | K. Hirata, T. Somaki, H. Tomura & K. Shirahama | Evaluation of ultimate capacity for seismic isolation layer considering randomness of rubber bearing [10WCEE] |
| 818 | K. Miura, Y. Kiyota, Y. Suzuki, M. Nagano & K. Ishimura | Foundation work for reduction of earthquake response [10WCEE] |
| 819 | L.Li | A seismic isolation measure for dams [10WCEE] |
| 820 | K. Kawano, K. Furukawa & K. Venkataramana | Seismic response of offshore platform with TMD [10WCEE] |
| 821 | W. Zhao, K.Qi, W. Zhang & Z.Fu | Test and analysis of bridge vibration isolation [10WCEE] |
| 822 | W.Tanzo, Y. Yamada, Y.Uno & S. Nakamura | Sub structured hybrid loading tests of high-damping rubber seismic isolators for inelastic earthquake response of bridge structures [10WCEE] |
| 823 | R. Medeot & L. Albajar | The evolution of seismic devices for bridges in Italy [10WCEE] |
| 824 | Y.Goto, T.Kikuchi & Y.Ina | Development of knock-off abutment for base isolated bridges [10WCEE] |
| 825 | A. Grenier | Seismic protection of bridges by the viscoelastic technique [10WCEE] |
| 826 | V. Micov, D. Ristic & J. Petrovski | Seismic response control of RC bridges with isolation and energy absorption elements [10WCEE] |
| 827 | A. Ercolano & N.M. Auciello | Seismic verification of foundation blocks in bridge structures [10WCEE] |
| 828 | M.Mezzi & A.Parducci | Seismic isolated bridges structures in Italy [10WCEE] |
| 829 | C.C.Lin, S.Y.Chu & L.L.Chung | Direct output feedback control for multiple-degree-of-freedom seismic structures [10WCEE] |
| 830 | H. Kanoh, N. Abe, T. Arakawa & T. Koh | Advanced control for a super high rise building [10WCEE] |
| 831 | A.G. Chassiakos & S.F. Masri | Modeling unknown structural systems through the use of neural networks [10WCEE] |
| 832 | H. Shimoda, K. Ohmata & F. Okamoto | Seismic response control of a piping system using a semiactive damper with piezoelectric actuators [10WCEE] |
| 833 | E. Nishida, K. Suzuki', T.Yasuda & Y. Ohwa | Optimum design of connecting elements in complex structures and its application to aseismic design of boiler plant structures [10WCEE] |
| 834 | K. Sera, T. Nagao, S. Sudo, Y. Kitakawa & Y. Matsusima | A study on inter-building coupling behavior with link-members [10WCEE] |
| 835 | A.Tani, H.Kawamura & Y.Watari | Optimal adaptive and predictive control of seismic structures by fuzzy logic [10WCEE] |
| 836 | Z Hou & W.D. Iwan | Reliability problem of active control algorithms caused by time delay [10WCEE] |
| 837 | J.E..Luco & A. Mita | Active control of the seismic response of tall non-uniform buildings [10WCEE] |
| 838 | H.L.Wong & J.E. Luco | Effects of soil-structure interaction on the seismic response of structures subjected to active control [10WCEE] |
| 839 | T.T.Soong, A.M.Reinhorn, Y.P.Wang, R.C.Lin & M.Riley | Full-scale implementation of active structural control [10WCEE] |
| 840 | S.Shimada, S.Noda, T.Fujinami, S.Nakanowatari & S.Jodai | A study of applicability of vibration control to nonlinear structure for seismic excitation [10WCEE] |
| 841 | S.M.Qureshi, H.Tsutsumi, S. Kitagawa, S. Adachi & Y. Fujio | Hybrid control of sliding structures [10WCEE] |
| 842 | F.E.Udwadia | New methods in the intelligent control of building structures subjected to strong earthquake ground motion [10WCEE] |
| 843 | T. Arakawa & T. Koh | Frequency-response functions on uniform building with seismic response active control using the hybrid system [10WCEE] |
| 844 | Y. lkeda, T.Kobori, K.Yamada & N.Koshika | Effectiveness of realized AMD response-control system [10WCEE] |
| 845 | S.Fujita, T.Fujita, O.Furuya, S.Morikawa, Y.Suizu, T.Teramoto & H.Kitamura | Development of high damping rubber damper for vibration attenuation of high-rise buildings [10WCEE] |
| 846 | T.Suzuki, M.Kageyama, A.Nohata, K.Yoshida & T.Shimogo | Active vibration control for high-rise buildings [10WCEE] |
| 847 | F Lòpez Almansa, R. Andrade & J.Rodellar | Predictive control of structures with reduced number of sensors and actuators [10WCEE] |
| 848 | T.Fujita, S.Takanashi, K. Matsumoto, M. Kinoshita & H. Miyano | Mass damper with convertible active and passive modes for response control of buildings [10WCEE] |
| 849 | T.Fujita,T.Kamada, N.Masaki & Y. Suizu | Active mass damper using multistage rubber bearing and hydraulic actuator [10WCEE] |
| 850 | J.Teng & J.Liu | Control devices optimal installment for the new vibration control system of multi-structure connection [10WCEE] |
| 851 | H.Kitamura, T.Fujita, T.Teramoto & T.Yamane | Design and analysis of a tall building with an active mass damper [10WCEE] |
| 852 | H. Abiru, M. Fujishiro & T. Matsumoto | Modal seismic response control of high-rise building by active tuned mass damper [10WCEE] |
| 853 | A.Kirekawa, Y. Ito & K. Asano | A study of structural control using viscoelastic material [10WCEE] |
| 854 | JM.Eisenberg, A.M.Melentyev, V.I..Smirnov & A. N. Nemykin | Applications of seismic isolation in the USSR [10WCEE] |
| 855 | P.E. Pinto & I.Vanzi | Base-isolation: Reliability for different design criteria [10WCEE] |
| 856 | D. Way & J. Howard | Rehabilitation of the Mackay School of Mines, Phase III, with base isolation [10WCEE] |
| 857 | S.E. Ruiz, A.Sosa & R. González-Alcorta | Comparative study of isolated structures [10WCEE] |
| 858 | L.Sh.Kilimnik & N.V.Bryantseva | The effect of vibroreplacernent and efficiency of the base-isolation sliding-bearing system [10WCEE] |
| 859 | K. M. Lei & A.G.Hernried | Seismic response of equipment in resilient-friction base isolated structures [10WCEE] |
| 860 | T.Nokamura, T.Tsunoda, A.Teramura & M.Ohhira | Study on soft-landing mechanism in base-isolation device [10WCEE] |
| 861 | H.Suzuki, N.Kaizu, M.Takeuchi & K.Takahaashi | Theoretical study and development of new base-isolation systems for power equipment [10WCEE] |
| 862 | J. N. Inaudi & J.M.Kelly | Optimum damping in base-isolated structures [10WCEE] |
| 863 | E.N.Its & J.S. Lee | Screening of surface waves by composite wave barriers [10WCEE] |
| 864 | V.Shustov | Base isolation: Fresh insight [10WCEE] |
| 865 | R.I.Skinner, G.H.McVerry. & W..H..Robinson | Developments in understanding, analysing and designing structures with aseismic isolation [10WCEE] |
| 866 | A. M. Kaynia & A. R. Khoee | Impedance functions of strip foundations on fluid-saturated porous media [10WCEE] |
| 867 | Y.Fuse, E.Ashihara, T. Kikuchi & Y.Goto | Vibration test of bridge pier with large-scale group-pile foundation and analysis [10WCEE] |
| 868 | T.Niiro, E.Kuribayashi & H.Komatsu | Lateral resistance of standing pipes [10WCEE] |
| 869 | A. M. Kurzanov & N. N. Skladnev | Seismo-isolating supports for dwellings [10WCEE] |
| 870 | M. Horii, S. Hayashi & S. Kokusho | Improvement of plastic deformability of high-strength prestressed concrete piles under axial and lateral forces [10WCEE] |
| 871 | C.Navarro | Seismic analysis of underground structures [10WCEE] |
| 872 | H.W.Shenton III & N. P. Jones | Effect of friction and restitution on rocking response [10WCEE] |
| 873 | S.Katano & T.Ogawa | In-situ vibration tests and numerical analysis of embedded foundations [10WCEE] |
| 874 | E. B. Koreneva | Seismic analysis of circular foundation plates of variable thickness [10WCEE] |
| 875 | K. Uno, T.Aso, H.Tsutsumi, S.Kitagawa & T.Morikawa | Dynamic characteristics of steel pipe piled well foundations [10WCEE] |
| 876 | K. Moriyama, T. Minami, T. Taira & H. Hibino | Partial-embedment test on soil-foundation interaction [10WCEE] |
| 877 | D. Muriá-Vila, R.González Alcorta & J.M.Espinosa Aranda | Soil-structure interaction effects in a building [10WCEE] |
| 878 | K.Ishimura, A.Ohtsuki, K.Yokoyama & Y.Koyanagi | Sway-rocking model for simulating nonlinear response of sandy deposit with structure [10WCEE] |
| 879 | W. Sarfeld, S.Savidis & C.Vrettos | Concrete frame under incident seismic wave [10WCEE] |
| 880 | E.Şafak | On identification of soil-structure interaction from recorded motions of buildings [10WCEE] |
| 881 | R.Shohara, Y.Shinozaki, D.Sakamoto & I.Kurosawa | Tests on dynamic interaction between foundations [10WCEE] |
| 882 | K.Muroi, M.Nakamura, S.Uchiyama, K.Kitazawa, Y.Suzuki, M.Yamamoto, T.Shimizu, K.Nagai,K.Akino & M.Watabe | Cyclic deformation properties of gravel deposits [10WCEE] |
| 883 | A.Ohtsuki, K. Yokoyama, M.Sato & K.Fukutake | Shaking table test and 2D nonlinear analysis for sand-structure system [10WCEE] |
| 884 | S.Uchiyama, Y.Suzuki, T.Konno, S.Iizuka & A.Enami | Dynamic tests of concrete block on gravel deposits [10WCEE] |
| 885 | K.Mori,N.Hayashi, T.Kishimoto, Y. Kiyota, S.Nakayama & A. Enami | Static tests of concrete block on gravel deposits [10WCEE] |
| 886 | M.Yoshikawa, G. Nozar Kishi & M.Arano | Development of hybrid experiments for nonlinear seismic soil-structure interaction [10WCEE] |
| 887 | K.Toki & J.Kiyono | Seismic analysis of nonlinear soil-structure interaction systems using a hybrid experiment [10WCEE] |
| 888 | M.Watakabe, H.Matsumoto, K.Ariizumi, Y.Fukahori, Y.Shikama, K.Yamanouchi & H.Kuniyoshi | Earthquake observation of deeply embedded building structure [10WCEE] |
| 889 | H. Mizuno & M. Iiba | Dynamic effects of backfill and piles on foundation impedance [10WCEE] |
| 890 | Y.Shimomura, Y.Ikeda & H.Tajimi | A practical method of obtaining dynamic interaction of soil and embedded cylindrical structure in consideration of its backfill effects [10WCEE] |
| 891 | S.Tamori & Y.Kitagawa | Dynamic response of soil-pile-building interaction system in large strain levels of soil [10WCEE] |
| 892 | T.Tazoh & K.Shimizu | Nonlinear seismic behavior of pile foundation structure systems [10WCEE] |
| 893 | K. Urao, K. Masuda, E. Kitamura, Y. Miyamoto & A. Fukuoka | Dynamic behaviors of a composite foundation [10WCEE] |
| 894 | X.Jiang & X.Ding | Vibration analysis of liquid-storage tank-pile-soil under seismic excitation [10WCEE] |
| 895 | H. Aktan, T.Kagawa, A.Kambhatla & M.Celebi | Measured and analytical response of a pile supported building [10WCEE] |
| 896 | M.Tuzuki, O.Inada, M.Yamagishi, K.Yahata, Y.Naito & E.Kitamura | Field testing and analysis of dynamic loaded pile group [10WCEE] |
| 897 | K.Yahata, O.Inada, F.Mori, M.Tuzuki, Y.Naito,K.Urao & T.Nakayama | Full scale vibration test on pile-structure and analysis [10WCEE] |
| 898 | S.Mori,T.Ikeda, Y.Takimoto, M.Muto & T.Tohaya | Influence of soil liquefaction on dynamic response of structure on pile foundation [10WCEE] |
| 899 | H.Nozoe & T.Fukusumi | A simplified estimation of impedances for pile groups under vertical and horizontal vibrations [10WCEE] |
| 900 | S.Takano, Y.Yasui & H.Maeno | Seismic response analysis of grouped pile embedded foundation by substructure method [10WCEE] |