| 19301 | Sinha Ravi | Effectiveness of seismic supports in piping [11WCEE] |
| 19302 | Diehl John G. and Honegger Douglas G | Performance testing of earthquake actuated gas shutoff systems [11WCEE] |
| 19303 | Aziz T. S„ GhobarahA. and El-Attar M. | Nonlinear dynamics of transmission lines [11WCEE] |
| 19304 | Matsuda Takashi and Tanaka Norikazu | Seismic response analysis for a collapsed underground subway structure with intermediate columns [11WCEE] |
| 19305 | Tanaka Sachito and Inatorni T. | Seismic response analysis of gantry cranes on container quay walls due to the Great Hanshin earthquake [11WCEE] |
| 19306 | Totnita Kenji | Necessity of vibration isolator or controller for railway structures [11WCEE] |
| 19307 | Lopez-Lopez Alberto, Cepeda-Salazar Vicente and Mendoza-Boyas Juan | Dynamic analysis of slender steel distillation towers [11WCEE] |
| 19308 | Meyer John A | Earthquake resistant telecommunications structural system [11WCEE] |
| 19309 | Lau D. T„ Marquez D. and Qu F. | Earthquake resistant design of liquid storage tanks [11WCEE] |
| 19310 | Herrera Cano Jose, Giuliani Hugo, Zaragoza A. C. and Sisterna Cristidn | Theoretical experimental study of cylindrical steel tanks [11WCEE] |
| 19311 | MalhotraP. K. | Seismic uplifting of flexibly supported liquid-storage tanks [11WCEE] |
| 19312 | Yoitnan Adel H. and Veletsos Anestis S | Dynamic response of cylindrical tanks storing a viscoelastic material [11WCEE] |
| 19313 | Deylami Ardeshir and Sarrafzadeh M. R | Seismic analysis of cylindrical liquid storage tank [11WCEE] |
| 19314 | Dutta Sekhar C„ Murty Challa V. R. and Jain S. K. | Torsional failure of elevated water tanks: the problem and some solutions [11WCEE] |
| 19315 | Pierepiekarz Mark R., Sliipp John G, Smith Don A. and Binder Kevin A | Seismic design of a combined standpipe and an elevated tank in San Diego County, California [11WCEE] |
| 19316 | Shiota Mutsumi, Sono Youichi, Akashi Jiro, Yasui Yuzuru, Kaneko Masataka, Ohori Michihiro, Kuno Toshio. Komatsu Yoshiaki and Endo Manabu | Simulation analyses of forced vibration tests on both horizontal and vertical excitation of PWR type reactor building [11WCEE] |
| 19317 | Fujita Takafumi, Fujita Satoshi, Watanabe Yukio, Kato Asao, Suzuki Shigenobu and Fukumori Kenji | Fundamental study of three-dimensional seismic isolation system for nuclear power plants [11WCEE] |
| 19318 | Dermitzakis S. N„ Esfandiari S., Gerdes L., Kennedy R. P. and Idriss l.M | Seismic design and seismic margin assessment of the ABB-CE System 80+ standard nuclear power plant [11WCEE] |
| 19319 | Fuyama Hiroyuki, Kokubo Fiji, Fujita Katsuhisa, Ogo Hideyasu, Morinaka Ikuo and Ichihashi Ichiro | Dampers for heavy components in PWR nuclear power plants [11WCEE] |
| 19320 | Varpasuo Pentti E | The seismic analysis of VVER-1000 nuclear power plant buildings for Liaoning site in China [11WCEE] |
| 19321 | Yoshizaki Koji and Oguchi Noritake | Estimation of the deformation behavior of elbows for an earthquake-resistant design [11WCEE] |
| 19322 | Craig J. I., Goodno B. J. and Hsu C.-C. | Design of optimal passive/active hybrid control systems for earthquake structural control [11WCEE] |
| 19323 | Dowdell D.J. and Cherry S. | On passive and semi-active friction damping for seismic response control of structures [11WCEE] |
| 19324 | Chai Winston and Feng Maria Q | Seismic performance of mega-sub controlled buildings [11WCEE] |
| 19325 | Nakamura Yoshiya, Fujita Takafumi, Tanaka Kiyoshi, Ohyama Hidemi, Murakoshi Kazuya, Miyano Hiroshi, Hora Hirokazu and Sugamuna Manabu | Development of hybrid mass damper using linear-induction-servomotor for vibration control of tall buildings [11WCEE] |
| 19326 | Shimoda Hirokazu, Shimosaka Haruo, Hayase Makoto and Ohmata Kenichiro | Hybrid damper for a seismic isolation device for equipments and machines [11WCEE] |
| 19327 | Symans M. D. and Constantinou M. C | Semi-active control of earthquake induced vibration [11WCEE] |
| 19328 | Yasui Kenji, Otsuka Susumu, Kawai Nobuyasu, lkenaga Masayoshi and Mochimaru Masami | Earthquake response observation of a verification tower with active mass damper system [11WCEE] |
| 19329 | Shimazu Takayuki andAraki Hideo | Survey of actual effectiveness of mass damper systems installed in buildings [11WCEE] |
| 19330 | Kubo Tetsuo | Control performance of an AMD response control system considering saturation of the system during intense seismic motions [11WCEE] |
| 19331 | Rana Rahul | Response control of structures by tuned mass dampers and their generalizations [11WCEE] |
| 19332 | Datta T. K., Singh S. and Gupta P | Performance of tuned active mass damper in controlling seismic response of building frames [11WCEE] |
| 19333 | Yoshikawa Masaaki. Toki Kenzo, Sato Tadanobu and Takeuchi Teruo | Active control effect of a model structure by mass driver system [11WCEE] |
| 19334 | Suzuki Tetsuo, Kageyama Mitsuru, Nobata Arihide, Yoshida Osamu and Inaba Satoru | Active vibration control system installed in a high-rise building [11WCEE] |
| 19335 | Hirai J., Naruse M. and Abiru H | Structural control with variable friction damper for seismic response [11WCEE] |
| 19336 | Iemura Hirokazu, Igarashi Akira, Katayama Ikuo | Development of an active TMD and control algorithms for strong earthquake excitation—numerical simulation and shaking table tests [11WCEE] |
| 19337 | Gavin Henri P., Hanson Robert D. and McClamroch N. Harris | Control of structures using electrorheological dampers [11WCEE] |
| 19338 | Hsu D.S., Hou C-Y., Chen J.-L. andYehC.-S | High pressure servo-mechanism structural control system [11WCEE] |
| 19339 | InoueYutaka, Tachibana Eizaburo and Mukai Yoichi | Practical digital-optimizing control algorithm of multi-located active control system for earthquake excitations [11WCEE] |
| 19340 | Udwadia Firdaus E. and Kumar Ravi | Time-delayed active control of structures [11WCEE] |
| 19341 | Fujitani Hideo, Miyoshi Toshiyasu, Kawamura Hiroshi, Tani Akinori and Mochio Takashi | Seismic response, control of building structure by fuzzy optimal logic (shaking table tests and simulations) [11WCEE] |
| 19342 | Koshika Norihide, Sakamoto Mitsuo, Fukushima Izuru and Kobori Takuji | Analytical study on non-linear and active control system for large earthquakes [11WCEE] |
| 19343 | Alt Terry R., Jabbari Faryar and Yang J.N. | Reliable control design for buildings under seismic excitation [11WCEE] |
| 19344 | Hsu C.-C. and Calise A.J. | Design of robust controllers for earthquake structural dynamics problems with hysteretic nonlinearities [11WCEE] |
| 19345 | Zuccaro Giulio, Voiello Giuliana, Papa Filomena, Cennamo Claudia and Baratta Alessandro | Optimal design of active control algorithms for transient unknown forcing function [11WCEE] |
| 19346 | Cheng F.Y.andLiDan | Genetic algorithm and game theory for multiobjective optimization of seismic structures with/without control [11WCEE] |
| 19347 | Joghataie Abdolreza and Ghaboussi Jamshid | A comparative study of learning methods and mathematical algorithms in structural control [11WCEE] |
| 19348 | Shing P. Benson, Kang S.D., Kermiche Noureddine, Dixon Michael E., Rose B. and Frangopol Daniel M | A nonlinear control strategy for building structures [11WCEE] |
| 19349 | Gutierrez E. and Tirelli D | Compensation of time-delay in scaled-time pseudodynamic testing [11WCEE] |
| 19350 | Tani Akinori and Kawamura Hiroshi | Fuzzy optimal control system of buildings by neural network (single-degree-of- freedom system, selection of training data of structural identification by genetic algorithm) [11WCEE] |
| 19351 | YangJM, WuJ. C, AgrawalA.K. and Hsu S.Y. | Reduced-order sliding mode control with compensators for seismic response control [11WCEE] |
| 19352 | White Christopher V.. Abel John F. and Thorp James S. | Optimal decision strategies control of nonlinear structural response [11WCEE] |
| 19353 | Obata Takashi, Hayashikawa Toshiro, Sato Koichi and Shimoda Kazutoshi | Analytical study of active vibration control on tall buildings [11WCEE] |
| 19354 | Hayen Jeffrey C. and Iwan Wilfred D | The use of semi-actively controlled interactions for earthquake response control of structures [11WCEE] |
| 19355 | Lu Lyan-Ywan and Bian Jyh-Jian | Seismic vibration control of building structures using active members [11WCEE] |
| 19356 | Watanabe Toru and Yoshida Kazuo | Robust control of a tower-like structure subjected to seismic excitation taking account of parameter variations and residual dynamics [11WCEE] |
| 19357 | Kurino Haruhiko, Kobori Takuji, Takahashi Motoichi, Niwa Naoki, Kurata Narito, Matsunaga Yoshinori and Mizuno Takayuki | Development and modeling of variable damping unit for active variable damping system [11WCEE] |
| 19358 | Hansen Henriette I., Nielsen Soren R.K. and Thoft-Christensen P | Active vibration control of hysteretic oscillators using neural networks [11WCEE] |
| 19359 | Yamada Nariyasu and Nishitani Akira | Absolute acceleration measurement based H infinity structural control system design [11WCEE] |
| 19360 | Matheu Enrique E. | Active control of seismic response by variation of structural parameters [11WCEE] |
| 19361 | Asano Koichiro and Nakagawa Hajime | Active nonlinear control of structural systems under severe earthquake excitation [11WCEE] |
| 19362 | Dargush Gary F. and Soong Tsu T. | The role of computational continuum mechanics in structural control [11WCEE] |
| 19363 | Betti Raimondo, Panariello Gary F. and Poulin K. | Vibration control of structures with multiple support excitation [11WCEE] |
| 19364 | Wu Zaiguang and Soong Tsu T. | Modified bang-bang control law for structural control implementation [11WCEE] |
| 19365 | Ishtev Kamen, Philipov Philip and Dineva Petia S. | Active control of a RTV centre [11WCEE] |
| 19366 | Tzan Shyh-Rong and Pantelides Chris P | Active seismic structures [11WCEE] |
| 19367 | Rao Rajesh, Gergely Peter and White Richard N. | A simplified design method for retrofit of gravity load design RC frames with friction dampers [11WCEE] |
| 19368 | Maison Bruce F. | VE dampers for upgrade of Northridge damaged steel building [11WCEE] |
| 19369 | Braga Franco, D'Anzi Pasquale, Dolce Maura and Ponzo Felice C. | Retrofitting of R/C buildings by energy dissipating bracing: numerical simulations and comparison with experimental tests [11WCEE] |
| 19370 | Whittaker Andrew S., Constantinou M. C. and Kircher Charles A | Seismic rehabilitation using supplemental damping systems [11WCEE] |
| 19371 | Fu Yaomin | Frame retrofit by using viscous and viscoelastic dampers [11WCEE] |
| 19372 | Chang H.S.E. and Jeing J. C. | Three-dimensional analysis of viscous damper system for seismic retrofit of building [11WCEE] |
| 19373 | Reinhorn Andrei M. and Li Chen | Retrofit of concrete structures using supplemental damping devices [11WCEE] |
| 19374 | Martinez-Rueda J. Enrique | Application of passive devices for the retrofitting of reinforced concrete structures [11WCEE] |
| 19375 | D'Anzi Pasquale, Crewe Adam J. andPonzo Felice C. | Retrofitting of R.C. buildings by energy dissipating bracing: earthquake simulator tests [11WCEE] |
| 19376 | ArcangeliM., Ciampi V., Paolacci F., PernoS. andPranzo S. | Shaking table tests of a two story frame equipped with dissipative bracings [11WCEE] |
| 19377 | Nikolic-Brzev S. and Arya Anand S. | Seismic isolation of masonry buildings—an experimental study [11WCEE] |
| 19378 | Sarrazin Mauricio /, Moroni Maria, Boroschek Ruben L. and Solo Pedro | Results from a base-isolated experimental building in Santiago—Chile [11WCEE] |
| 19379 | Midorikawa Mitsumasa, Nishiyama Isao and Sugisawa Mitsuru | Inelastic behavior of steel frames with steel beam seismic energy dissipation device [11WCEE] |
| 19380 | Kullmann H. and Cherry S. | Full-scale testing of concentrically braced and friction-damped braced steel frames under simulated seismic loading [11WCEE] |
| 19381 | 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] |
| 19382 | 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] |
| 19383 | Lu X. L. and WuX.H | Shaking table test and analysis of a new type of shear wall with seismic control device [11WCEE] |
| 19384 | Denial Dionisio | Influence of ground motion characteristics on the effectiveness of tuned mass dampers [11WCEE] |
| 19385 | Teramura Akira and Yoshida Osamu | Development of vibration control system using U-shaped water tank [11WCEE] |
| 19386 | Jara Guerrero Jose Manuel and Aguihiga Francisco | Parametric study of a two degree of freedom system with resonant masses [11WCEE] |
| 19387 | Chen Genda | Multi-stage tuned mass damper [11WCEE] |
| 19388 | Li H.-N., Xiao S. Y. and YanS. | Optimized parameters of dynamic pendulum absorbers for simple engineering structures [11WCEE] |
| 19389 | Blekhertnan Alexander N. | Mitigation of response of high-rise structural systems by means of optimal tuned mass dampers [11WCEE] |
| 19390 | 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] |
| 19391 | de Luca Antonello and Faella Giuseppe | The influence of superstructure design criteria on seismic force reduction factors for base isolated structures [11WCEE] |
| 19392 | Logiadis Ioannis S. E„ Zilch Konrad and Meskouris Konstantin | Prestressed bearings in the seismic isolation of structures [11WCEE] |
| 19393 | Masi Angelo and Laterza Michelangelo | Analysis of experimental investigations on elastomeric seismic isolation bearings [11WCEE] |
| 19394 | Skinner Robert I. and McVerry Graeme H. | Seismic isolators for ground motions with large displacements and velocities [11WCEE] |
| 19395 | Ahmadi HamidR., Fuller Keith N.G. and Muhr Alan H. | Predicting response of nondinear high damping rubber isolation systems [11WCEE] |
| 19396 | Rajas Rafael and Jara Guerrero Jose Manuel | Analytical study of base isolated buildings in Mexico [11WCEE] |
| 19397 | Pan Tso-Chien and Yang Guichang | Nonlinear analysis of base-isolated MDOF structures [11WCEE] |
| 19398 | Izawa Kiyozi, Kai Makoto and Nishikawa Hiroyuki | Effectiveness of base-isolated building structure subjected to the Hyogo-ken Nanbu earthquake [11WCEE] |
| 19399 | Takayama Mineo and Morita Keiko | A study on the energy approach design of base-isolated structures [11WCEE] |
| 19400 | 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] |