Proceedings of the Eleventh World Conference on Earthquake Engineering

Acapulco, Mexico 1996

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Search in: Eleventh World Conference on Earthquake Engineering | Showing 1438 results for: Conference: 11WCEE

Sr. No.AuthorTitle
501Oppenheim Irving J.Earthquake analysis of masonry structures [11WCEE]
502Erdik M. andDurukal E. Use of strong motion data for the assessment of the earthquake response of historic monuments [11WCEE]
503Carydis P. G., Mouzakis H., Papantonopoulos C, Papastamatiou D.,Psycharis I., Vougioukas E. A. and Zambas C.Experimental and numerical investigations of the earthquake response of classical monuments [11WCEE]
504Montilla Pedro J., Uzcategui Angela and Hernandez Marina Damages occurred to churches due to the earthquake of February 8, 1995 in Pereira, Colombia [11WCEE]
505Hisatoku Toshiba/it, Segawa Teruo and Okamoto TatsuoThe restoration of the IKUTA shrine destroyed by the Great Hanshin earthquake using ultra high strength composite column [11WCEE]
506Uzcategui Angela I. and Montilla Pedro JSeismic evaluation of Belen church in Merida, Venezuela [11WCEE]
507Harries Kent AEarthquake resistant construction in classical Rome [11WCEE]
508Krstevska Lidija, Mihailov Vladimir P., Boschi Enzo, Rovelli AntonioExperimental dynamic testing of prototype and model of the Marcus Aurelius Column in Roma [11WCEE]
509Dubey R. N., Thakkar S. K. and Gupta ASeismic analysis for safety evaluation of Taj Mahal monument [11WCEE]
510Cismigiu Alexandra I. and Cismigiu Mihaela AThe seismic pathology of religion-related buildings in Romania and their treatment according to article 10 of the Venice Chart [11WCEE]
511Gavrilovic Predrag, Ginell William S. and Sendova Veronika I. Correlation between the experimental and analytical results on seismic strengthening of Byzantine churches [11WCEE]
512Chachava N. T. and Lekveishvili M. N.Diagnostics and development of recommendations on seismic stability of housing system under reconstruction of historic city center [11WCEE]
513Sun Zengshou, Chen Huai and Wang BoThe probabilistic method of earthquake damage prediction for floor-supported equipment [11WCEE]
514Winkler Tibor and Meguro Kimiro Response of interior rigid body assemblies to dynamic excitation [11WCEE]
515Rutenberg A., Levy /?., Segal F.R. and Marianchik EStructure-elevator systems under earthquake excitations [11WCEE]
516Aminossehe Piroozan and Sutcliffe Stephen A proposal to reduce the conservatism of generated floor response spectra using the effect of the interaction [11WCEE]
517Huang J. Y., Li G. Q. and Shen Z.Y.Earthquake isolation of equipments installed on floors of tall buildings [11WCEE]
518Singh M. P., Chang T.-S. and Sudrez L.E. Floor response spectrum amplification due to yielding of supporting structure [11WCEE]
519Hanamura Masaki, Suhara Junji, Takada Tsuyoshi, Ogo Hideyasu and Ichihashi IchiroInfluence of spatial variation of earthquake ground motion on response of secondary systems [11WCEE]
520Naganoh Masatake, Sakamoto Koichi and Takanashi NarukoEarthquake damage of fire fighting and life safety systems [11WCEE]
521Olaru Dan RFloor response spectra for equipments resting on multisupport-structures [11WCEE]
522Yao George C. Seismic capacity evaluation of equipment in a modern hospital at southern Taiwan [11WCEE]
523Biondi B., D'Aveni A. and Muscolino GSeismic response of combined primary-secondary systems via component-mode synthesis [11WCEE]
524Sudrez L. E. and Singh M.PSeismic response of rail-counterweight systems of elevators [11WCEE]
525Guevara L. Teresa, Jones-Parra B. and Cardona 0. DNonstructural seismic vulnerability evaluation method for health-care facilities in Venezuela [11WCEE]
526Villaverde RobertoA proposed replacement for the seismic code provisions for nonstructural components in buildings [11WCEE]
527Amiri Gholamreza G. and McClure GhyslaineSeismic response of tall guyed telecommunication towers [11WCEE]
528Snyder M. D., Bazdn-Zurita E. and Vaidya N. RImpact of accidental eccentricity in the seismic design of industrial facilities [11WCEE]
529Sinha RaviEffectiveness of seismic supports in piping [11WCEE]
530Diehl John G. and Honegger Douglas GPerformance testing of earthquake actuated gas shutoff systems [11WCEE]
531Aziz T. S„ GhobarahA. and El-Attar M.Nonlinear dynamics of transmission lines [11WCEE]
532Matsuda Takashi and Tanaka Norikazu Seismic response analysis for a collapsed underground subway structure with intermediate columns [11WCEE]
533Tanaka Sachito and Inatorni T. Seismic response analysis of gantry cranes on container quay walls due to the Great Hanshin earthquake [11WCEE]
534Totnita Kenji Necessity of vibration isolator or controller for railway structures [11WCEE]
535Lopez-Lopez Alberto, Cepeda-Salazar Vicente and Mendoza-Boyas Juan Dynamic analysis of slender steel distillation towers [11WCEE]
536Meyer John AEarthquake resistant telecommunications structural system [11WCEE]
537Lau D. T„ Marquez D. and Qu F.Earthquake resistant design of liquid storage tanks [11WCEE]
538Herrera Cano Jose, Giuliani Hugo, Zaragoza A. C. and Sisterna CristidnTheoretical experimental study of cylindrical steel tanks [11WCEE]
539MalhotraP. K.Seismic uplifting of flexibly supported liquid-storage tanks [11WCEE]
540Yoitnan Adel H. and Veletsos Anestis SDynamic response of cylindrical tanks storing a viscoelastic material [11WCEE]
541Deylami Ardeshir and Sarrafzadeh M. RSeismic analysis of cylindrical liquid storage tank [11WCEE]
542Dutta Sekhar C„ Murty Challa V. R. and Jain S. K. Torsional failure of elevated water tanks: the problem and some solutions [11WCEE]
543Pierepiekarz Mark R., Sliipp John G, Smith Don A. and Binder Kevin ASeismic design of a combined standpipe and an elevated tank in San Diego County, California [11WCEE]
544Shiota Mutsumi, Sono Youichi, Akashi Jiro, Yasui Yuzuru, Kaneko Masataka, Ohori Michihiro, Kuno Toshio. Komatsu Yoshiaki and Endo ManabuSimulation analyses of forced vibration tests on both horizontal and vertical excitation of PWR type reactor building [11WCEE]
545Fujita 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]
546Dermitzakis S. N„ Esfandiari S., Gerdes L., Kennedy R. P. and Idriss l.MSeismic design and seismic margin assessment of the ABB-CE System 80+ standard nuclear power plant [11WCEE]
547Fuyama Hiroyuki, Kokubo Fiji, Fujita Katsuhisa, Ogo Hideyasu, Morinaka Ikuo and Ichihashi Ichiro Dampers for heavy components in PWR nuclear power plants [11WCEE]
548Varpasuo Pentti EThe seismic analysis of VVER-1000 nuclear power plant buildings for Liaoning site in China [11WCEE]
549Yoshizaki Koji and Oguchi NoritakeEstimation of the deformation behavior of elbows for an earthquake-resistant design [11WCEE]
550Craig J. I., Goodno B. J. and Hsu C.-C.Design of optimal passive/active hybrid control systems for earthquake structural control [11WCEE]
551Dowdell D.J. and Cherry S.On passive and semi-active friction damping for seismic response control of structures [11WCEE]
552Chai Winston and Feng Maria QSeismic performance of mega-sub controlled buildings [11WCEE]
553Nakamura Yoshiya, Fujita Takafumi, Tanaka Kiyoshi, Ohyama Hidemi, Murakoshi Kazuya, Miyano Hiroshi, Hora Hirokazu and Sugamuna ManabuDevelopment of hybrid mass damper using linear-induction-servomotor for vibration control of tall buildings [11WCEE]
554Shimoda Hirokazu, Shimosaka Haruo, Hayase Makoto and Ohmata KenichiroHybrid damper for a seismic isolation device for equipments and machines [11WCEE]
555Symans M. D. and Constantinou M. CSemi-active control of earthquake induced vibration [11WCEE]
556Yasui Kenji, Otsuka Susumu, Kawai Nobuyasu, lkenaga Masayoshi and Mochimaru MasamiEarthquake response observation of a verification tower with active mass damper system [11WCEE]
557Shimazu Takayuki andAraki HideoSurvey of actual effectiveness of mass damper systems installed in buildings [11WCEE]
558Kubo TetsuoControl performance of an AMD response control system considering saturation of the system during intense seismic motions [11WCEE]
559Rana Rahul Response control of structures by tuned mass dampers and their generalizations [11WCEE]
560Datta T. K., Singh S. and Gupta PPerformance of tuned active mass damper in controlling seismic response of building frames [11WCEE]
561Yoshikawa Masaaki. Toki Kenzo, Sato Tadanobu and Takeuchi TeruoActive control effect of a model structure by mass driver system [11WCEE]
562Suzuki Tetsuo, Kageyama Mitsuru, Nobata Arihide, Yoshida Osamu and Inaba SatoruActive vibration control system installed in a high-rise building [11WCEE]
563Hirai J., Naruse M. and Abiru HStructural control with variable friction damper for seismic response [11WCEE]
564Iemura Hirokazu, Igarashi Akira, Katayama IkuoDevelopment of an active TMD and control algorithms for strong earthquake excitation—numerical simulation and shaking table tests [11WCEE]
565Gavin Henri P., Hanson Robert D. and McClamroch N. HarrisControl of structures using electrorheological dampers [11WCEE]
566Hsu D.S., Hou C-Y., Chen J.-L. andYehC.-SHigh pressure servo-mechanism structural control system [11WCEE]
567InoueYutaka, Tachibana Eizaburo and Mukai Yoichi Practical digital-optimizing control algorithm of multi-located active control system for earthquake excitations [11WCEE]
568Udwadia Firdaus E. and Kumar RaviTime-delayed active control of structures [11WCEE]
569Fujitani 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]
570Koshika Norihide, Sakamoto Mitsuo, Fukushima Izuru and Kobori Takuji Analytical study on non-linear and active control system for large earthquakes [11WCEE]
571Alt Terry R., Jabbari Faryar and Yang J.N.Reliable control design for buildings under seismic excitation [11WCEE]
572Hsu C.-C. and Calise A.J. Design of robust controllers for earthquake structural dynamics problems with hysteretic nonlinearities [11WCEE]
573Zuccaro Giulio, Voiello Giuliana, Papa Filomena, Cennamo Claudia and Baratta AlessandroOptimal design of active control algorithms for transient unknown forcing function [11WCEE]
574Cheng F.Y.andLiDanGenetic algorithm and game theory for multiobjective optimization of seismic structures with/without control [11WCEE]
575Joghataie Abdolreza and Ghaboussi Jamshid A comparative study of learning methods and mathematical algorithms in structural control [11WCEE]
576Shing P. Benson, Kang S.D., Kermiche Noureddine, Dixon Michael E., Rose B. and Frangopol Daniel MA nonlinear control strategy for building structures [11WCEE]
577Gutierrez E. and Tirelli DCompensation of time-delay in scaled-time pseudodynamic testing [11WCEE]
578Tani Akinori and Kawamura HiroshiFuzzy optimal control system of buildings by neural network (single-degree-of- freedom system, selection of training data of structural identification by genetic algorithm) [11WCEE]
579YangJM, WuJ. C, AgrawalA.K. and Hsu S.Y.Reduced-order sliding mode control with compensators for seismic response control [11WCEE]
580White Christopher V.. Abel John F. and Thorp James S.Optimal decision strategies control of nonlinear structural response [11WCEE]
581Obata Takashi, Hayashikawa Toshiro, Sato Koichi and Shimoda KazutoshiAnalytical study of active vibration control on tall buildings [11WCEE]
582Hayen Jeffrey C. and Iwan Wilfred DThe use of semi-actively controlled interactions for earthquake response control of structures [11WCEE]
583Lu Lyan-Ywan and Bian Jyh-JianSeismic vibration control of building structures using active members [11WCEE]
584Watanabe Toru and Yoshida KazuoRobust control of a tower-like structure subjected to seismic excitation taking account of parameter variations and residual dynamics [11WCEE]
585Kurino Haruhiko, Kobori Takuji, Takahashi Motoichi, Niwa Naoki, Kurata Narito, Matsunaga Yoshinori and Mizuno TakayukiDevelopment and modeling of variable damping unit for active variable damping system [11WCEE]
586Hansen Henriette I., Nielsen Soren R.K. and Thoft-Christensen PActive vibration control of hysteretic oscillators using neural networks [11WCEE]
587Yamada Nariyasu and Nishitani AkiraAbsolute acceleration measurement based H infinity structural control system design [11WCEE]
588Matheu Enrique E.Active control of seismic response by variation of structural parameters [11WCEE]
589Asano Koichiro and Nakagawa HajimeActive nonlinear control of structural systems under severe earthquake excitation [11WCEE]
590Dargush Gary F. and Soong Tsu T.The role of computational continuum mechanics in structural control [11WCEE]
591Betti Raimondo, Panariello Gary F. and Poulin K.Vibration control of structures with multiple support excitation [11WCEE]
592Wu Zaiguang and Soong Tsu T.Modified bang-bang control law for structural control implementation [11WCEE]
593Ishtev Kamen, Philipov Philip and Dineva Petia S.Active control of a RTV centre [11WCEE]
594Tzan Shyh-Rong and Pantelides Chris PActive seismic structures [11WCEE]
595Rao Rajesh, Gergely Peter and White Richard N.A simplified design method for retrofit of gravity load design RC frames with friction dampers [11WCEE]
596Maison Bruce F.VE dampers for upgrade of Northridge damaged steel building [11WCEE]
597Braga 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]
598Whittaker Andrew S., Constantinou M. C. and Kircher Charles ASeismic rehabilitation using supplemental damping systems [11WCEE]
599Fu YaominFrame retrofit by using viscous and viscoelastic dampers [11WCEE]
600Chang H.S.E. and Jeing J. C.Three-dimensional analysis of viscous damper system for seismic retrofit of building [11WCEE]