| 12101 | O. Mitrovic-Jovanovic & D. Jurukovski | Mathematical modelling of non-linear viscous damping of dashpots used in vibration base isolation [10WCEE] |
| 12102 | K. Toyama, K. Ishii, K.Igarashi, M.Sakamoto, N.Koshika, K.Sasaki & T.Kobori | Application of the active mass driver (AMD) system to structural active seismic response control [10WCEE] |
| 12103 | 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] |
| 12104 | 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] |
| 12105 | S. Kawamura, M. Shinozuka, Q. Feng & S. Fujii | Hybrid isolation system using friction-controllable sliding bearings Part 1: Outline of the system [10WCEE] |
| 12106 | I. Shimoda, Y. Takenaka, A. Yasaka & M. lkenaga | Development of a lead rubber bearing with a stepped plug [10WCEE] |
| 12107 | T.A. Sandovich & I.M. Izenberg | Effective energy absorbing unit made of natural materials in seismic isolation systems [10WCEE] |
| 12108 | S. Kawamata | Seismic control of multi-storied buildings by means of accelerated liquid mass damper [10WCEE] |
| 12109 | Y. Haga, H. lshibashi, H. Matsuzaki & T. Kato | Tuned Mass Damper for long-period buildings [10WCEE] |
| 12110 | D. J. Dowrick, W. J. Cousins, W. H. Robinson & J. Babor | Recent developments in seismic isolation in New Zealand [10WCEE] |
| 12111 | F. Braga & G. Zampino | Seismic isolation of the ancient Bell-Tower of Melfi [10WCEE] |
| 12112 | H. Sugimoto, K. Naruse & Y. Seko | Design of 3-D earthquake isolation floor applied to a large room housing computers [10WCEE] |
| 12113 | 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] |
| 12114 | Y. Morikawa, S. Fujita, S. Nagata & I. Shimoda | Development of seismic isolation system for light equipment using friction pendulum bearings [10WCEE] |
| 12115 | 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] |
| 12116 | K. Mizukoshi, A. Yasaka, M. Iizuka & K. Takabayashi | Failure test of laminated rubber bearings with various shapes [10WCEE] |
| 12117 | 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] |
| 12118 | R. Shepherd & L. J. Billings | Mechanics of elastomeric seismic isolation bearings [10WCEE] |
| 12119 | K. Hirata, T. Somaki, H. Tomura & K. Shirahama | Evaluation of ultimate capacity for seismic isolation layer considering randomness of rubber bearing [10WCEE] |
| 12120 | K. Miura, Y. Kiyota, Y. Suzuki, M. Nagano & K. Ishimura | Foundation work for reduction of earthquake response [10WCEE] |
| 12121 | L.Li | A seismic isolation measure for dams [10WCEE] |
| 12122 | K. Kawano, K. Furukawa & K. Venkataramana | Seismic response of offshore platform with TMD [10WCEE] |
| 12123 | W. Zhao, K.Qi, W. Zhang & Z.Fu | Test and analysis of bridge vibration isolation [10WCEE] |
| 12124 | 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] |
| 12125 | R. Medeot & L. Albajar | The evolution of seismic devices for bridges in Italy [10WCEE] |
| 12126 | Y.Goto, T.Kikuchi & Y.Ina | Development of knock-off abutment for base isolated bridges [10WCEE] |
| 12127 | A. Grenier | Seismic protection of bridges by the viscoelastic technique [10WCEE] |
| 12128 | V. Micov, D. Ristic & J. Petrovski | Seismic response control of RC bridges with isolation and energy absorption elements [10WCEE] |
| 12129 | A. Ercolano & N.M. Auciello | Seismic verification of foundation blocks in bridge structures [10WCEE] |
| 12130 | M.Mezzi & A.Parducci | Seismic isolated bridges structures in Italy [10WCEE] |
| 12131 | C.C.Lin, S.Y.Chu & L.L.Chung | Direct output feedback control for multiple-degree-of-freedom seismic structures [10WCEE] |
| 12132 | H. Kanoh, N. Abe, T. Arakawa & T. Koh | Advanced control for a super high rise building [10WCEE] |
| 12133 | A.G. Chassiakos & S.F. Masri | Modeling unknown structural systems through the use of neural networks [10WCEE] |
| 12134 | H. Shimoda, K. Ohmata & F. Okamoto | Seismic response control of a piping system using a semiactive damper with piezoelectric actuators [10WCEE] |
| 12135 | 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] |
| 12136 | K. Sera, T. Nagao, S. Sudo, Y. Kitakawa & Y. Matsusima | A study on inter-building coupling behavior with link-members [10WCEE] |
| 12137 | A.Tani, H.Kawamura & Y.Watari | Optimal adaptive and predictive control of seismic structures by fuzzy logic [10WCEE] |
| 12138 | Z Hou & W.D. Iwan | Reliability problem of active control algorithms caused by time delay [10WCEE] |
| 12139 | J.E..Luco & A. Mita | Active control of the seismic response of tall non-uniform buildings [10WCEE] |
| 12140 | H.L.Wong & J.E. Luco | Effects of soil-structure interaction on the seismic response of structures subjected to active control [10WCEE] |
| 12141 | T.T.Soong, A.M.Reinhorn, Y.P.Wang, R.C.Lin & M.Riley | Full-scale implementation of active structural control [10WCEE] |
| 12142 | S.Shimada, S.Noda, T.Fujinami, S.Nakanowatari & S.Jodai | A study of applicability of vibration control to nonlinear structure for seismic excitation [10WCEE] |
| 12143 | S.M.Qureshi, H.Tsutsumi, S. Kitagawa, S. Adachi & Y. Fujio | Hybrid control of sliding structures [10WCEE] |
| 12144 | F.E.Udwadia | New methods in the intelligent control of building structures subjected to strong earthquake ground motion [10WCEE] |
| 12145 | T. Arakawa & T. Koh | Frequency-response functions on uniform building with seismic response active control using the hybrid system [10WCEE] |
| 12146 | Y. lkeda, T.Kobori, K.Yamada & N.Koshika | Effectiveness of realized AMD response-control system [10WCEE] |
| 12147 | 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] |
| 12148 | T.Suzuki, M.Kageyama, A.Nohata, K.Yoshida & T.Shimogo | Active vibration control for high-rise buildings [10WCEE] |
| 12149 | F Lòpez Almansa, R. Andrade & J.Rodellar | Predictive control of structures with reduced number of sensors and actuators [10WCEE] |
| 12150 | T.Fujita, S.Takanashi, K. Matsumoto, M. Kinoshita & H. Miyano | Mass damper with convertible active and passive modes for response control of buildings [10WCEE] |
| 12151 | T.Fujita,T.Kamada, N.Masaki & Y. Suizu | Active mass damper using multistage rubber bearing and hydraulic actuator [10WCEE] |
| 12152 | J.Teng & J.Liu | Control devices optimal installment for the new vibration control system of multi-structure connection [10WCEE] |
| 12153 | H.Kitamura, T.Fujita, T.Teramoto & T.Yamane | Design and analysis of a tall building with an active mass damper [10WCEE] |
| 12154 | H. Abiru, M. Fujishiro & T. Matsumoto | Modal seismic response control of high-rise building by active tuned mass damper [10WCEE] |
| 12155 | A.Kirekawa, Y. Ito & K. Asano | A study of structural control using viscoelastic material [10WCEE] |
| 12156 | JM.Eisenberg, A.M.Melentyev, V.I..Smirnov & A. N. Nemykin | Applications of seismic isolation in the USSR [10WCEE] |
| 12157 | P.E. Pinto & I.Vanzi | Base-isolation: Reliability for different design criteria [10WCEE] |
| 12158 | D. Way & J. Howard | Rehabilitation of the Mackay School of Mines, Phase III, with base isolation [10WCEE] |
| 12159 | S.E. Ruiz, A.Sosa & R. González-Alcorta | Comparative study of isolated structures [10WCEE] |
| 12160 | L.Sh.Kilimnik & N.V.Bryantseva | The effect of vibroreplacernent and efficiency of the base-isolation sliding-bearing system [10WCEE] |
| 12161 | K. M. Lei & A.G.Hernried | Seismic response of equipment in resilient-friction base isolated structures [10WCEE] |
| 12162 | T.Nokamura, T.Tsunoda, A.Teramura & M.Ohhira | Study on soft-landing mechanism in base-isolation device [10WCEE] |
| 12163 | H.Suzuki, N.Kaizu, M.Takeuchi & K.Takahaashi | Theoretical study and development of new base-isolation systems for power equipment [10WCEE] |
| 12164 | J. N. Inaudi & J.M.Kelly | Optimum damping in base-isolated structures [10WCEE] |
| 12165 | E.N.Its & J.S. Lee | Screening of surface waves by composite wave barriers [10WCEE] |
| 12166 | V.Shustov | Base isolation: Fresh insight [10WCEE] |
| 12167 | R.I.Skinner, G.H.McVerry. & W..H..Robinson | Developments in understanding, analysing and designing structures with aseismic isolation [10WCEE] |
| 12168 | A. M. Kaynia & A. R. Khoee | Impedance functions of strip foundations on fluid-saturated porous media [10WCEE] |
| 12169 | Y.Fuse, E.Ashihara, T. Kikuchi & Y.Goto | Vibration test of bridge pier with large-scale group-pile foundation and analysis [10WCEE] |
| 12170 | T.Niiro, E.Kuribayashi & H.Komatsu | Lateral resistance of standing pipes [10WCEE] |
| 12171 | A. M. Kurzanov & N. N. Skladnev | Seismo-isolating supports for dwellings [10WCEE] |
| 12172 | M. Horii, S. Hayashi & S. Kokusho | Improvement of plastic deformability of high-strength prestressed concrete piles under axial and lateral forces [10WCEE] |
| 12173 | C.Navarro | Seismic analysis of underground structures [10WCEE] |
| 12174 | H.W.Shenton III & N. P. Jones | Effect of friction and restitution on rocking response [10WCEE] |
| 12175 | S.Katano & T.Ogawa | In-situ vibration tests and numerical analysis of embedded foundations [10WCEE] |
| 12176 | E. B. Koreneva | Seismic analysis of circular foundation plates of variable thickness [10WCEE] |
| 12177 | K. Uno, T.Aso, H.Tsutsumi, S.Kitagawa & T.Morikawa | Dynamic characteristics of steel pipe piled well foundations [10WCEE] |
| 12178 | K. Moriyama, T. Minami, T. Taira & H. Hibino | Partial-embedment test on soil-foundation interaction [10WCEE] |
| 12179 | D. Muriá-Vila, R.González Alcorta & J.M.Espinosa Aranda | Soil-structure interaction effects in a building [10WCEE] |
| 12180 | K.Ishimura, A.Ohtsuki, K.Yokoyama & Y.Koyanagi | Sway-rocking model for simulating nonlinear response of sandy deposit with structure [10WCEE] |
| 12181 | W. Sarfeld, S.Savidis & C.Vrettos | Concrete frame under incident seismic wave [10WCEE] |
| 12182 | E.Şafak | On identification of soil-structure interaction from recorded motions of buildings [10WCEE] |
| 12183 | R.Shohara, Y.Shinozaki, D.Sakamoto & I.Kurosawa | Tests on dynamic interaction between foundations [10WCEE] |
| 12184 | 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] |
| 12185 | A.Ohtsuki, K. Yokoyama, M.Sato & K.Fukutake | Shaking table test and 2D nonlinear analysis for sand-structure system [10WCEE] |
| 12186 | S.Uchiyama, Y.Suzuki, T.Konno, S.Iizuka & A.Enami | Dynamic tests of concrete block on gravel deposits [10WCEE] |
| 12187 | K.Mori,N.Hayashi, T.Kishimoto, Y. Kiyota, S.Nakayama & A. Enami | Static tests of concrete block on gravel deposits [10WCEE] |
| 12188 | M.Yoshikawa, G. Nozar Kishi & M.Arano | Development of hybrid experiments for nonlinear seismic soil-structure interaction [10WCEE] |
| 12189 | K.Toki & J.Kiyono | Seismic analysis of nonlinear soil-structure interaction systems using a hybrid experiment [10WCEE] |
| 12190 | M.Watakabe, H.Matsumoto, K.Ariizumi, Y.Fukahori, Y.Shikama, K.Yamanouchi & H.Kuniyoshi | Earthquake observation of deeply embedded building structure [10WCEE] |
| 12191 | H. Mizuno & M. Iiba | Dynamic effects of backfill and piles on foundation impedance [10WCEE] |
| 12192 | 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] |
| 12193 | S.Tamori & Y.Kitagawa | Dynamic response of soil-pile-building interaction system in large strain levels of soil [10WCEE] |
| 12194 | T.Tazoh & K.Shimizu | Nonlinear seismic behavior of pile foundation structure systems [10WCEE] |
| 12195 | K. Urao, K. Masuda, E. Kitamura, Y. Miyamoto & A. Fukuoka | Dynamic behaviors of a composite foundation [10WCEE] |
| 12196 | X.Jiang & X.Ding | Vibration analysis of liquid-storage tank-pile-soil under seismic excitation [10WCEE] |
| 12197 | H. Aktan, T.Kagawa, A.Kambhatla & M.Celebi | Measured and analytical response of a pile supported building [10WCEE] |
| 12198 | M.Tuzuki, O.Inada, M.Yamagishi, K.Yahata, Y.Naito & E.Kitamura | Field testing and analysis of dynamic loaded pile group [10WCEE] |
| 12199 | K.Yahata, O.Inada, F.Mori, M.Tuzuki, Y.Naito,K.Urao & T.Nakayama | Full scale vibration test on pile-structure and analysis [10WCEE] |
| 12200 | S.Mori,T.Ikeda, Y.Takimoto, M.Muto & T.Tohaya | Influence of soil liquefaction on dynamic response of structure on pile foundation [10WCEE] |