| 601 | Reinhorn Andrei M. and Li Chen | Retrofit of concrete structures using supplemental damping devices [11WCEE] |
| 602 | Martinez-Rueda J. Enrique | Application of passive devices for the retrofitting of reinforced concrete structures [11WCEE] |
| 603 | D'Anzi Pasquale, Crewe Adam J. andPonzo Felice C. | Retrofitting of R.C. buildings by energy dissipating bracing: earthquake simulator tests [11WCEE] |
| 604 | ArcangeliM., Ciampi V., Paolacci F., PernoS. andPranzo S. | Shaking table tests of a two story frame equipped with dissipative bracings [11WCEE] |
| 605 | Nikolic-Brzev S. and Arya Anand S. | Seismic isolation of masonry buildings—an experimental study [11WCEE] |
| 606 | Sarrazin Mauricio /, Moroni Maria, Boroschek Ruben L. and Solo Pedro | Results from a base-isolated experimental building in Santiago—Chile [11WCEE] |
| 607 | Midorikawa Mitsumasa, Nishiyama Isao and Sugisawa Mitsuru | Inelastic behavior of steel frames with steel beam seismic energy dissipation device [11WCEE] |
| 608 | Kullmann H. and Cherry S. | Full-scale testing of concentrically braced and friction-damped braced steel frames under simulated seismic loading [11WCEE] |
| 609 | Hayes Jr. John R., Foutch Douglas A. and Brady Pamalee A | Experimental investigation of the use of viscoelastic dampers to rehabilitate a reinforced concrete flat slab structure [11WCEE] |
| 610 | Fujita Satoshi, Kato Eigo, Kashiwazaki Akihiro, Shimoda Ikuo and Sasaki Kosuke | Shake table tests on three-dimensional vibration isolation system comprising rubber bearing and coil springs [11WCEE] |
| 611 | Lu X. L. and WuX.H | Shaking table test and analysis of a new type of shear wall with seismic control device [11WCEE] |
| 612 | Denial Dionisio | Influence of ground motion characteristics on the effectiveness of tuned mass dampers [11WCEE] |
| 613 | Teramura Akira and Yoshida Osamu | Development of vibration control system using U-shaped water tank [11WCEE] |
| 614 | Jara Guerrero Jose Manuel and Aguihiga Francisco | Parametric study of a two degree of freedom system with resonant masses [11WCEE] |
| 615 | Chen Genda | Multi-stage tuned mass damper [11WCEE] |
| 616 | Li H.-N., Xiao S. Y. and YanS. | Optimized parameters of dynamic pendulum absorbers for simple engineering structures [11WCEE] |
| 617 | Blekhertnan Alexander N. | Mitigation of response of high-rise structural systems by means of optimal tuned mass dampers [11WCEE] |
| 618 | Mele Elena, de Luca Antonello and Ramasco Roberto | The effect of using different device numerical models on the global nonlinear behaviour of base isolated structures [11WCEE] |
| 619 | de Luca Antonello and Faella Giuseppe | The influence of superstructure design criteria on seismic force reduction factors for base isolated structures [11WCEE] |
| 620 | Logiadis Ioannis S. E„ Zilch Konrad and Meskouris Konstantin | Prestressed bearings in the seismic isolation of structures [11WCEE] |
| 621 | Masi Angelo and Laterza Michelangelo | Analysis of experimental investigations on elastomeric seismic isolation bearings [11WCEE] |
| 622 | Skinner Robert I. and McVerry Graeme H. | Seismic isolators for ground motions with large displacements and velocities [11WCEE] |
| 623 | Ahmadi HamidR., Fuller Keith N.G. and Muhr Alan H. | Predicting response of nondinear high damping rubber isolation systems [11WCEE] |
| 624 | Rajas Rafael and Jara Guerrero Jose Manuel | Analytical study of base isolated buildings in Mexico [11WCEE] |
| 625 | Pan Tso-Chien and Yang Guichang | Nonlinear analysis of base-isolated MDOF structures [11WCEE] |
| 626 | Izawa Kiyozi, Kai Makoto and Nishikawa Hiroyuki | Effectiveness of base-isolated building structure subjected to the Hyogo-ken Nanbu earthquake [11WCEE] |
| 627 | Takayama Mineo and Morita Keiko | A study on the energy approach design of base-isolated structures [11WCEE] |
| 628 | Kato Muneaki, Watanabe Yukio, Yoneda Genji, Tanimoto Eisuke, Hirotani T., Shirahama Kenji, Fukushima Yoshimitsu and Murazumi Y. | Investigation of aging effects for laminated rubber bearings of Pelham bridge [11WCEE] |
| 629 | Hashizume Hisayoshi, Nagataki Yoshiaki, Takaki Masayoshi, Hiramatsu Tomotaka, Okazaki Takao and Kasai Shouichi | Building vibration isolation system with spring and viscoelastic damper [11WCEE] |
| 630 | Mohammadi F. Tehrani and Hasani Abolfazl | Behavior of Iranian low rise buildings on sliding base to earthquake excitation [11WCEE] |
| 631 | SafakErdal and Frankel A | Effects of ground motion characteristics on the response of base-isolated structures [11WCEE] |
| 632 | AllredB. A., BillingsL. J. andShepherdR | Ultimate response characteristics of base isolated structures [11WCEE] |
| 633 | Rossi P. P., Lenza P. and Pagano M. | Base isolation strategy for framed buildings [11WCEE] |
| 634 | Deb Sajal K. and Paul Dilip K | Simplified non-linear analysis of base isolated building [11WCEE] |
| 635 | Hailing Marvin W., Hall John F. and Okaltashi Yasuteru | System identification of base-isolated buildings utilizing records from recent Southern California earthquakes [11WCEE] |
| 636 | Guerreiro Luis M.C. and Azevedo Joao | Impact problems on base-isolated structures [11WCEE] |
| 637 | Zamorano Rodrigo V., Sarrazin Mauricio J. and Tow Gabriel R | Development and testing of teflon sliding bearings [11WCEE] |
| 638 | 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] |
| 639 | Sincraian Gabriela E. and Guerreiro Luis M.C. | Use of base isolation in historical and traditional structures [11WCEE] |
| 640 | Penkovsky G.F | Management of strains and deformations in constructions for seismic-resistant buildings and structures with pliant ties [11WCEE] |
| 641 | Billings L. J. and Shepherd Robin | The mechanics of elastomeric seismic isolation bearings [11WCEE] |
| 642 | Kato Asao, Seki Mastutaro, Shirahama Kenji and En Kosiro | Seismic safety evaluation of steel damper for base isolation [11WCEE] |
| 643 | Mazda Taiji, Irie Tatsuo, Hirata Kazuta and Shiojiri Hiroo | Evaluation on mechanical characteristics of laminated rubber bearings by transfer matrix method [11WCEE] |
| 644 | Nagarajaiah Satish and Sun Xiahong | Seismic performance of base isolated buildings in the 1994 Northridge earthquake [11WCEE] |
| 645 | Qamaruddin M., Al-Oraimi S.K. and Al-Jabri K.S | Worldwide development of friction seismic isolation scheme for masonry buildings [11WCEE] |
| 646 | Boardman Peter and Kelly Trevor E | Base isolation to protect New Zealand's heritage [11WCEE] |
| 647 | 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] |
| 648 | Tachibana Eizaburo and Li Ketsu | Temperature dependence of high damping rubber in base-isolated structures [11WCEE] |
| 649 | Robinson William H | Latest advances in seismic isolation [11WCEE] |
| 650 | Zhou Xiyuan and Han Miao | Optimum design of resilience-friction-slide base isolation system for low cost buildings [11WCEE] |
| 651 | Tarics Alexander G | Composite seismic isolator and method [11WCEE] |
| 652 | Taniwangsa Wendy and Kelly James M. | Studies on seismic isolation for housing in developing regions [11WCEE] |
| 653 | Olariu loan, Olariu Felicia and Sarbu Dragos | Experimental and theoretical analysis on the PRB base isolation system [11WCEE] |
| 654 | Way Douglas, Tu Kai-Chen and Naeim Farzad | Implementation of a hybrid base isolation system with breaking features [11WCEE] |
| 655 | Dolgaya Angelika A., Sandovich Tatiana A. and Uzdin Alexander M | Selection of parameters of seismoisolation foundations [11WCEE] |
| 656 | Celebi M.K. | Comparison of Northridge earthquake responses of a base-isolated and a conventional hospital building [11WCEE] |
| 657 | Wang Wenming and Li Lee | Test of an inflated rubber cylindrical isolator [11WCEE] |
| 658 | Zhao X.M. and Ha K.H. | Friction connection for seismic control of moment resisting steel frame [11WCEE] |
| 659 | Higgins Christopher, Chen Sheng-Jin and Chou Fang | Testing and analysis of a steel frame with viscoelastic dampers [11WCEE] |
| 660 | Bozzo L.M., Foti D. and Lopez-Almansa F. | Design criteria for earthquake resistant buildings with energy dissipators [11WCEE] |
| 661 | Elhassan Rami M. and Ekwueme Chukwuma G | Analytical investigation of the response of a building with added viscous dampers [11WCEE] |
| 662 | 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] |
| 663 | Mori Atsushi, Moss Peter J., Carr AtholJ. and Cooke Nigel | The seismic behaviour of elastomeric and lead-rubber bearings [11WCEE] |
| 664 | De Angelis M. and Paolacci F | On the passive control of the seismic response of eccentric structures by using dissipative bracings [11WCEE] |
| 665 | Levy R., Gluck J. and Gluck N. | Optimal design of supplemental dampers for control of structures [11WCEE] |
| 666 | Gupta Nishith and Mutsuyoshi Hiroshi | Analysis and design of viscoelastic damper for earthquake-resistant structure [11WCEE] |
| 667 | Ruiz Eduardo, Mejia Raul and Ruiz Sonia E | Comparative study of a multistory frame with energy dissipation devices and without them [11WCEE] |
| 668 | Echavarria A., Aguirre M., Maldonado J. and Lopez-Batiz 0 | Dynamic behavior of two type of energy dissipation devices [11WCEE] |
| 669 | Goodno B. J., PinelliJ.-P. and Craig J.I. | An optimal design approach for passive damping of building structures using architectural cladding [11WCEE] |
| 670 | Vulcano Alfonso and Mazza Fabio | Seismic damage control of damped braced RC frames [11WCEE] |
| 671 | Kasai Kazuhiko and Fu Yaomin | A static equivalent force design method for a damage-free building with viscoelastic dampers [11WCEE] |
| 672 | Chen Huei-Tsyr, Su Yuan-Feng and Juang D.S | Strength-reduction factors for structures with added damping and stiffness device [11WCEE] |
| 673 | Taylor Douglas P | Fluid dampers for applications of seismic energy dissipation and seismic isolation [11WCEE] |
| 674 | Lai M.-L., Lu P., Lunsford D. A., Kasai K. and Chang K. C. | Viscoelastic damper: a damper with linear or nonlinear material? [11WCEE] |
| 675 | Nishiyama Isao, Midorikawa Mitsumasa, Nagatsuka Norikazu and Sugisawa Mitsuru | Effect of seismic energy dissipation metal beams installed in steel frame [11WCEE] |
| 676 | Martin Luciano and Pekau Oscar A | Plan-wise distribution of slip load in friction damped eccentric structures [11WCEE] |
| 677 | Inaudi Jose A., Blondet Martial, Kelly James M. and Aprile A | Heat generation effects on viscoelastic dampers in structures [11WCEE] |
| 678 | Rakicevic Zoran and Jurukovski Dimitar V | Development of a passive control system for steel frame structures [11WCEE] |
| 679 | Colajanni Piero and Papia Maurizio | Energy design approach for braced frames with dissipative devices [11WCEE] |
| 680 | 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] |
| 681 | Monti Michael D. and Robinson William H. | A lead shear damper suitable for reducing the motion induced by wind and earthquakes [11WCEE] |
| 682 | Akazawa Takashi, Nakashima M. and Sakaguchi Osamu | Simple model for simulating hysteretic behavior involving significant strain hardening [11WCEE] |
| 683 | Nakashima M. and Mitani T. | Distribution of energy input and dissipation along stories in steel building structures with hysteretic dampers [11WCEE] |
| 684 | Chang K. C, Lin Y. and Lai M.-L | Seismic design of structures with added viscoelastic dampers [11WCEE] |
| 685 | Adam C. and Ziegler F. | Dynamic response of substructures in friction damped braced frames [11WCEE] |
| 686 | Torii Shingo, Teramoto Takayuki, Kihara Hiromi and Kitamura Haruyuki | The response control design of high-rise building with low yield steel wall [11WCEE] |
| 687 | 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] |
| 688 | Way Douglas and Loh Eugeng | Friction-damped moment frames [11WCEE] |
| 689 | Pasquino Mario, Santini Adolfo and Calio Ivo | A parametric study for the dynamic response control of adjacent buildings [11WCEE] |
| 690 | Fukumoto Sanae and Inoue Yutaka | Effect of characteristics of various inter-story dampers on response control for vibration of building structures [11WCEE] |
| 691 | 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] |
| 692 | PallAvtar S. and Pall Rashmi | Friction-dampers for seismic control of buildings [11WCEE] |
| 693 | 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] |
| 694 | 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] |
| 695 | Srinivasan Mukund, Liu Xudong and Park Gordon | Seismic operational risk analysis [11WCEE] |
| 696 | Tuichiev N. D. and Plakhtiy K. | Reliability and durability estimation of antiseismic structures by means of Markov's chain [11WCEE] |
| 697 | Harichandran Ronald S. and Chen Mu-Tsang | Reliability of an earth dam excited by spatially varying earthquake ground motion [11WCEE] |
| 698 | ShriP., JainA.K. andBonde S. B | A probabilistic approach for computer aided response spectra [11WCEE] |
| 699 | Jensen Hector A | A global design sensitivity analysis in structural dynamics [11WCEE] |
| 700 | Papadimitriou Costas and Katafygiotis Lambros S | Response statistics and reliability of uncertain nonlinear systems subjected to random loads [11WCEE] |