| 19401 | Hashizume Hisayoshi, Nagataki Yoshiaki, Takaki Masayoshi, Hiramatsu Tomotaka, Okazaki Takao and Kasai Shouichi | Building vibration isolation system with spring and viscoelastic damper [11WCEE] |
| 19402 | Mohammadi F. Tehrani and Hasani Abolfazl | Behavior of Iranian low rise buildings on sliding base to earthquake excitation [11WCEE] |
| 19403 | SafakErdal and Frankel A | Effects of ground motion characteristics on the response of base-isolated structures [11WCEE] |
| 19404 | AllredB. A., BillingsL. J. andShepherdR | Ultimate response characteristics of base isolated structures [11WCEE] |
| 19405 | Rossi P. P., Lenza P. and Pagano M. | Base isolation strategy for framed buildings [11WCEE] |
| 19406 | Deb Sajal K. and Paul Dilip K | Simplified non-linear analysis of base isolated building [11WCEE] |
| 19407 | Hailing Marvin W., Hall John F. and Okaltashi Yasuteru | System identification of base-isolated buildings utilizing records from recent Southern California earthquakes [11WCEE] |
| 19408 | Guerreiro Luis M.C. and Azevedo Joao | Impact problems on base-isolated structures [11WCEE] |
| 19409 | Zamorano Rodrigo V., Sarrazin Mauricio J. and Tow Gabriel R | Development and testing of teflon sliding bearings [11WCEE] |
| 19410 | Ueno K, Iizuka M., Takenaka Y., Saito H. and Onomiya Y. | Structural design of base isolated tall building with high-damping laminated rubber bearing [11WCEE] |
| 19411 | Sincraian Gabriela E. and Guerreiro Luis M.C. | Use of base isolation in historical and traditional structures [11WCEE] |
| 19412 | Penkovsky G.F | Management of strains and deformations in constructions for seismic-resistant buildings and structures with pliant ties [11WCEE] |
| 19413 | Billings L. J. and Shepherd Robin | The mechanics of elastomeric seismic isolation bearings [11WCEE] |
| 19414 | Kato Asao, Seki Mastutaro, Shirahama Kenji and En Kosiro | Seismic safety evaluation of steel damper for base isolation [11WCEE] |
| 19415 | Mazda Taiji, Irie Tatsuo, Hirata Kazuta and Shiojiri Hiroo | Evaluation on mechanical characteristics of laminated rubber bearings by transfer matrix method [11WCEE] |
| 19416 | Nagarajaiah Satish and Sun Xiahong | Seismic performance of base isolated buildings in the 1994 Northridge earthquake [11WCEE] |
| 19417 | Qamaruddin M., Al-Oraimi S.K. and Al-Jabri K.S | Worldwide development of friction seismic isolation scheme for masonry buildings [11WCEE] |
| 19418 | Boardman Peter and Kelly Trevor E | Base isolation to protect New Zealand's heritage [11WCEE] |
| 19419 | Gomez-Soberon M. C, Tena-Colunga A. and Munoz-Loustaunau A | Analytical study on the seismic isolation of two irregular buildings at the Mexican Pacific coast [11WCEE] |
| 19420 | Tachibana Eizaburo and Li Ketsu | Temperature dependence of high damping rubber in base-isolated structures [11WCEE] |
| 19421 | Robinson William H | Latest advances in seismic isolation [11WCEE] |
| 19422 | Zhou Xiyuan and Han Miao | Optimum design of resilience-friction-slide base isolation system for low cost buildings [11WCEE] |
| 19423 | Tarics Alexander G | Composite seismic isolator and method [11WCEE] |
| 19424 | Taniwangsa Wendy and Kelly James M. | Studies on seismic isolation for housing in developing regions [11WCEE] |
| 19425 | Olariu loan, Olariu Felicia and Sarbu Dragos | Experimental and theoretical analysis on the PRB base isolation system [11WCEE] |
| 19426 | Way Douglas, Tu Kai-Chen and Naeim Farzad | Implementation of a hybrid base isolation system with breaking features [11WCEE] |
| 19427 | Dolgaya Angelika A., Sandovich Tatiana A. and Uzdin Alexander M | Selection of parameters of seismoisolation foundations [11WCEE] |
| 19428 | Celebi M.K. | Comparison of Northridge earthquake responses of a base-isolated and a conventional hospital building [11WCEE] |
| 19429 | Wang Wenming and Li Lee | Test of an inflated rubber cylindrical isolator [11WCEE] |
| 19430 | Zhao X.M. and Ha K.H. | Friction connection for seismic control of moment resisting steel frame [11WCEE] |
| 19431 | Higgins Christopher, Chen Sheng-Jin and Chou Fang | Testing and analysis of a steel frame with viscoelastic dampers [11WCEE] |
| 19432 | Bozzo L.M., Foti D. and Lopez-Almansa F. | Design criteria for earthquake resistant buildings with energy dissipators [11WCEE] |
| 19433 | Elhassan Rami M. and Ekwueme Chukwuma G | Analytical investigation of the response of a building with added viscous dampers [11WCEE] |
| 19434 | Teramoto Takayuki, Kitamura Haruyuki, Ozaki Hitoshi, Furuya Osamu, Morikawa Shoichi and Suzuki Shigenobu | Practical application of high-damping rubber dampers to a slender building [11WCEE] |
| 19435 | Mori Atsushi, Moss Peter J., Carr AtholJ. and Cooke Nigel | The seismic behaviour of elastomeric and lead-rubber bearings [11WCEE] |
| 19436 | De Angelis M. and Paolacci F | On the passive control of the seismic response of eccentric structures by using dissipative bracings [11WCEE] |
| 19437 | Levy R., Gluck J. and Gluck N. | Optimal design of supplemental dampers for control of structures [11WCEE] |
| 19438 | Gupta Nishith and Mutsuyoshi Hiroshi | Analysis and design of viscoelastic damper for earthquake-resistant structure [11WCEE] |
| 19439 | Ruiz Eduardo, Mejia Raul and Ruiz Sonia E | Comparative study of a multistory frame with energy dissipation devices and without them [11WCEE] |
| 19440 | Echavarria A., Aguirre M., Maldonado J. and Lopez-Batiz 0 | Dynamic behavior of two type of energy dissipation devices [11WCEE] |
| 19441 | Goodno B. J., PinelliJ.-P. and Craig J.I. | An optimal design approach for passive damping of building structures using architectural cladding [11WCEE] |
| 19442 | Vulcano Alfonso and Mazza Fabio | Seismic damage control of damped braced RC frames [11WCEE] |
| 19443 | Kasai Kazuhiko and Fu Yaomin | A static equivalent force design method for a damage-free building with viscoelastic dampers [11WCEE] |
| 19444 | Chen Huei-Tsyr, Su Yuan-Feng and Juang D.S | Strength-reduction factors for structures with added damping and stiffness device [11WCEE] |
| 19445 | Taylor Douglas P | Fluid dampers for applications of seismic energy dissipation and seismic isolation [11WCEE] |
| 19446 | Lai M.-L., Lu P., Lunsford D. A., Kasai K. and Chang K. C. | Viscoelastic damper: a damper with linear or nonlinear material? [11WCEE] |
| 19447 | Nishiyama Isao, Midorikawa Mitsumasa, Nagatsuka Norikazu and Sugisawa Mitsuru | Effect of seismic energy dissipation metal beams installed in steel frame [11WCEE] |
| 19448 | Martin Luciano and Pekau Oscar A | Plan-wise distribution of slip load in friction damped eccentric structures [11WCEE] |
| 19449 | Inaudi Jose A., Blondet Martial, Kelly James M. and Aprile A | Heat generation effects on viscoelastic dampers in structures [11WCEE] |
| 19450 | Rakicevic Zoran and Jurukovski Dimitar V | Development of a passive control system for steel frame structures [11WCEE] |
| 19451 | Colajanni Piero and Papia Maurizio | Energy design approach for braced frames with dissipative devices [11WCEE] |
| 19452 | Arakawa Toshiharu, Shimoda Hirokazu, Hosokawa Masao and Ohmata Kenichiro | Seismic responses of the isolation device system with an elastoplastic-friction damper using V-shaped plates [11WCEE] |
| 19453 | Monti Michael D. and Robinson William H. | A lead shear damper suitable for reducing the motion induced by wind and earthquakes [11WCEE] |
| 19454 | Akazawa Takashi, Nakashima M. and Sakaguchi Osamu | Simple model for simulating hysteretic behavior involving significant strain hardening [11WCEE] |
| 19455 | Nakashima M. and Mitani T. | Distribution of energy input and dissipation along stories in steel building structures with hysteretic dampers [11WCEE] |
| 19456 | Chang K. C, Lin Y. and Lai M.-L | Seismic design of structures with added viscoelastic dampers [11WCEE] |
| 19457 | Adam C. and Ziegler F. | Dynamic response of substructures in friction damped braced frames [11WCEE] |
| 19458 | Torii Shingo, Teramoto Takayuki, Kihara Hiromi and Kitamura Haruyuki | The response control design of high-rise building with low yield steel wall [11WCEE] |
| 19459 | Mustafa Hashem Aly and Uidin Alexander M | The use of friction-movable braces for designing the seismic proof structures with predetermined parameters of ultimate conditions [11WCEE] |
| 19460 | Way Douglas and Loh Eugeng | Friction-damped moment frames [11WCEE] |
| 19461 | Pasquino Mario, Santini Adolfo and Calio Ivo | A parametric study for the dynamic response control of adjacent buildings [11WCEE] |
| 19462 | Fukumoto Sanae and Inoue Yutaka | Effect of characteristics of various inter-story dampers on response control for vibration of building structures [11WCEE] |
| 19463 | Martelli A., Forni M., Indirli M., Spadoni B., Bettinali F., Dusi A., Marioni A., Bonacina G., Pucci G. and Mazzieri C. | Italian studies for the optimization of seismic isolation systems for civil and industrial structures [11WCEE] |
| 19464 | PallAvtar S. and Pall Rashmi | Friction-dampers for seismic control of buildings [11WCEE] |
| 19465 | Zhou F. L., Yu G.H., Xian Q.L., Cao X.-Y. andXuZG | A strong tendency of research and application development on seismic control for structures in China [11WCEE] |
| 19466 | Eisenberg Jacob M. and Beliaev Viacheslav S | Operating experience in designing and construction of the system of special seismic protection of buildings and constructions in the former Russia [11WCEE] |
| 19467 | Srinivasan Mukund, Liu Xudong and Park Gordon | Seismic operational risk analysis [11WCEE] |
| 19468 | Tuichiev N. D. and Plakhtiy K. | Reliability and durability estimation of antiseismic structures by means of Markov's chain [11WCEE] |
| 19469 | Harichandran Ronald S. and Chen Mu-Tsang | Reliability of an earth dam excited by spatially varying earthquake ground motion [11WCEE] |
| 19470 | ShriP., JainA.K. andBonde S. B | A probabilistic approach for computer aided response spectra [11WCEE] |
| 19471 | Jensen Hector A | A global design sensitivity analysis in structural dynamics [11WCEE] |
| 19472 | Papadimitriou Costas and Katafygiotis Lambros S | Response statistics and reliability of uncertain nonlinear systems subjected to random loads [11WCEE] |
| 19473 | Ganev Todor, Katayama Tsuneo and Ueshima Teruyuki | Analysis of soil—structure interaction of a model structure on stiff soil in Hualien, Taiwan [11WCEE] |
| 19474 | Lyatkher Victor M. and Frolova Nina | High earth dams: seismic loads, reliability and design [11WCEE] |
| 19475 | Cai G. Q., Lin Y. K. and Yu J. S | Reliability of hysteretic structures under earthquake excitation [11WCEE] |
| 19476 | Sakai Junichi, Matsui Chiaki and Yoshizumi Makoto | Effect of collapse modes on earthquake resistant properties for steel frames [11WCEE] |
| 19477 | Vulpe Adrian N. and Caraufu Alexandru | Seismic risk analysis and assessment using extended P-factor methods [11WCEE] |
| 19478 | Chen Mu-Tsang and Harichandran Ronald S | Simplified response analysis of earth dams to spatially varying earthquake ground motion [11WCEE] |
| 19479 | JangidR.S. andDatta T. K. | Seismic reliability of base-isolated building frames [11WCEE] |
| 19480 | Tsunekawa Hiroshi, Tanaka Hideo and Ohta Kohei | Study on the index of seismic motion for fragility analysis [11WCEE] |
| 19481 | Kai Yoshiro and Fukushima Seiichiro | Study on the fragility of system. Part 2: system with ductile elements in its stories [11WCEE] |
| 19482 | Fukushima Seiichiro, Kai Yoshiro and Yashiro Kazuhiko | Study on the fragility of system. Part 1: structure with brittle elements in its stories [11WCEE] |
| 19483 | Sutoh Atsushi and Hoshiya Masaru | Optimization of a steel structural system under earthquake excitation [11WCEE] |
| 19484 | Rahanama Mohsen and Manuel Lancelot | The effect of strong motion duration on seismic demands [11WCEE] |
| 19485 | Singhal Ajay | Stochastic seismic damage estimation in reinforced concrete frames [11WCEE] |
| 19486 | Escobar Jose Alberto | Seismic torsion in non-linear nominally symmetric structures due to random properties [11WCEE] |
| 19487 | Silva Francisco L. and Ruiz Sonia E. | Calibration of the equivalent linearization method for the seismic nonstationary response of SDOF systems [11WCEE] |
| 19488 | Olafsson Simon, Remseth Svein and Sigbjornsson | Response spectra based on parametric time series models [11WCEE] |
| 19489 | Hamamoto Takuji | Stochastic long-term damage prediction of multi-story buildings [11WCEE] |
| 19490 | XiaHong-Liu andliY.M. | Equivalent linearized method of SDOF shear structures based on equivalence of responses statistic characteristics [11WCEE] |
| 19491 | Sepe Vincenzo and Augusti Giuliano | Stochastic analysis of a slender rigid block under earthquake excitation [11WCEE] |
| 19492 | Masri Sami F., Smyth Andrew and Traina Idris | Probabilistic representation and transmission of earthquake ground motion records in the Los Angeles region [11WCEE] |
| 19493 | Hurtado Jorge E., Barbat Alex H. and da Cunha Alvaro A.M.F. | Nonlinear random vibration of base isolated buildings under evolutionary seismic input [11WCEE] |
| 19494 | Kouda Makoto, Yamashita Toshio and Sato Hideto | Study on nonlinear dynamic analysis method of pile subjected to ground motion part 1: theory [11WCEE] |
| 19495 | Martins de Oliveira Sergi, Pereira Gomes Jorge M., Seco e Pinto Pedro S. and Pina Carlos A.B | Dynamic tests performed on large piles [11WCEE] |
| 19496 | Hanazato Toshikazu, Kishi Yuzo, Sakai Yoshiro and Tajimi Hiroshi | Earthquake blind prediction analysis using ring exciting thin layer method in the international project of Hualien large scale seismic test [11WCEE] |
| 19497 | Palazzo Bruno and Petti Luigi | Response of base isolated systems equipped with hybrid mass dampers subject to random excitations [11WCEE] |
| 19498 | Sako Yuji, Miyamoto Yuji and Kitamura Eiji | Dynamic interaction of soil and composite foundation [11WCEE] |
| 19499 | Kobayashi Toshio, Yamaya Hiroyoshi, Kitamura Eiji and Sugiyama Tatsuya | System identification of the Hualien LSST model structure [11WCEE] |
| 19500 | Ohtsuka Yasuhiro, Fukuoka Atsunobu, Akino Kinji and Ishida Katsuhiko | Experimental studies on embedment effects on dynamic soil—structure interaction [11WCEE] |