501 | Oppenheim Irving J. | Earthquake analysis of masonry structures [11WCEE] |
502 | Erdik M. andDurukal E. | Use of strong motion data for the assessment of the earthquake response of historic monuments [11WCEE] |
503 | Carydis 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] |
504 | Montilla Pedro J., Uzcategui Angela and Hernandez Marina | Damages occurred to churches due to the earthquake of February 8, 1995 in Pereira, Colombia [11WCEE] |
505 | Hisatoku Toshiba/it, Segawa Teruo and Okamoto Tatsuo | The restoration of the IKUTA shrine destroyed by the Great Hanshin earthquake using ultra high strength composite column [11WCEE] |
506 | Uzcategui Angela I. and Montilla Pedro J | Seismic evaluation of Belen church in Merida, Venezuela [11WCEE] |
507 | Harries Kent A | Earthquake resistant construction in classical Rome [11WCEE] |
508 | Krstevska Lidija, Mihailov Vladimir P., Boschi Enzo, Rovelli Antonio | Experimental dynamic testing of prototype and model of the Marcus Aurelius Column in Roma [11WCEE] |
509 | Dubey R. N., Thakkar S. K. and Gupta A | Seismic analysis for safety evaluation of Taj Mahal monument [11WCEE] |
510 | Cismigiu Alexandra I. and Cismigiu Mihaela A | The seismic pathology of religion-related buildings in Romania and their treatment according to article 10 of the Venice Chart [11WCEE] |
511 | Gavrilovic Predrag, Ginell William S. and Sendova Veronika I. | Correlation between the experimental and analytical results on seismic strengthening of Byzantine churches [11WCEE] |
512 | Chachava N. T. and Lekveishvili M. N. | Diagnostics and development of recommendations on seismic stability of housing system under reconstruction of historic city center [11WCEE] |
513 | Sun Zengshou, Chen Huai and Wang Bo | The probabilistic method of earthquake damage prediction for floor-supported equipment [11WCEE] |
514 | Winkler Tibor and Meguro Kimiro | Response of interior rigid body assemblies to dynamic excitation [11WCEE] |
515 | Rutenberg A., Levy /?., Segal F.R. and Marianchik E | Structure-elevator systems under earthquake excitations [11WCEE] |
516 | Aminossehe Piroozan and Sutcliffe Stephen | A proposal to reduce the conservatism of generated floor response spectra using the effect of the interaction [11WCEE] |
517 | Huang J. Y., Li G. Q. and Shen Z.Y. | Earthquake isolation of equipments installed on floors of tall buildings [11WCEE] |
518 | Singh M. P., Chang T.-S. and Sudrez L.E. | Floor response spectrum amplification due to yielding of supporting structure [11WCEE] |
519 | Hanamura Masaki, Suhara Junji, Takada Tsuyoshi, Ogo Hideyasu and Ichihashi Ichiro | Influence of spatial variation of earthquake ground motion on response of secondary systems [11WCEE] |
520 | Naganoh Masatake, Sakamoto Koichi and Takanashi Naruko | Earthquake damage of fire fighting and life safety systems [11WCEE] |
521 | Olaru Dan R | Floor response spectra for equipments resting on multisupport-structures [11WCEE] |
522 | Yao George C. | Seismic capacity evaluation of equipment in a modern hospital at southern Taiwan [11WCEE] |
523 | Biondi B., D'Aveni A. and Muscolino G | Seismic response of combined primary-secondary systems via component-mode synthesis [11WCEE] |
524 | Sudrez L. E. and Singh M.P | Seismic response of rail-counterweight systems of elevators [11WCEE] |
525 | Guevara L. Teresa, Jones-Parra B. and Cardona 0. D | Nonstructural seismic vulnerability evaluation method for health-care facilities in Venezuela [11WCEE] |
526 | Villaverde Roberto | A proposed replacement for the seismic code provisions for nonstructural components in buildings [11WCEE] |
527 | Amiri Gholamreza G. and McClure Ghyslaine | Seismic response of tall guyed telecommunication towers [11WCEE] |
528 | Snyder M. D., Bazdn-Zurita E. and Vaidya N. R | Impact of accidental eccentricity in the seismic design of industrial facilities [11WCEE] |
529 | Sinha Ravi | Effectiveness of seismic supports in piping [11WCEE] |
530 | Diehl John G. and Honegger Douglas G | Performance testing of earthquake actuated gas shutoff systems [11WCEE] |
531 | Aziz T. S„ GhobarahA. and El-Attar M. | Nonlinear dynamics of transmission lines [11WCEE] |
532 | Matsuda Takashi and Tanaka Norikazu | Seismic response analysis for a collapsed underground subway structure with intermediate columns [11WCEE] |
533 | Tanaka Sachito and Inatorni T. | Seismic response analysis of gantry cranes on container quay walls due to the Great Hanshin earthquake [11WCEE] |
534 | Totnita Kenji | Necessity of vibration isolator or controller for railway structures [11WCEE] |
535 | Lopez-Lopez Alberto, Cepeda-Salazar Vicente and Mendoza-Boyas Juan | Dynamic analysis of slender steel distillation towers [11WCEE] |
536 | Meyer John A | Earthquake resistant telecommunications structural system [11WCEE] |
537 | Lau D. T„ Marquez D. and Qu F. | Earthquake resistant design of liquid storage tanks [11WCEE] |
538 | Herrera Cano Jose, Giuliani Hugo, Zaragoza A. C. and Sisterna Cristidn | Theoretical experimental study of cylindrical steel tanks [11WCEE] |
539 | MalhotraP. K. | Seismic uplifting of flexibly supported liquid-storage tanks [11WCEE] |
540 | Yoitnan Adel H. and Veletsos Anestis S | Dynamic response of cylindrical tanks storing a viscoelastic material [11WCEE] |
541 | Deylami Ardeshir and Sarrafzadeh M. R | Seismic analysis of cylindrical liquid storage tank [11WCEE] |
542 | Dutta Sekhar C„ Murty Challa V. R. and Jain S. K. | Torsional failure of elevated water tanks: the problem and some solutions [11WCEE] |
543 | 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] |
544 | 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] |
545 | 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] |
546 | 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] |
547 | Fuyama Hiroyuki, Kokubo Fiji, Fujita Katsuhisa, Ogo Hideyasu, Morinaka Ikuo and Ichihashi Ichiro | Dampers for heavy components in PWR nuclear power plants [11WCEE] |
548 | Varpasuo Pentti E | The seismic analysis of VVER-1000 nuclear power plant buildings for Liaoning site in China [11WCEE] |
549 | Yoshizaki Koji and Oguchi Noritake | Estimation of the deformation behavior of elbows for an earthquake-resistant design [11WCEE] |
550 | Craig J. I., Goodno B. J. and Hsu C.-C. | Design of optimal passive/active hybrid control systems for earthquake structural control [11WCEE] |
551 | Dowdell D.J. and Cherry S. | On passive and semi-active friction damping for seismic response control of structures [11WCEE] |
552 | Chai Winston and Feng Maria Q | Seismic performance of mega-sub controlled buildings [11WCEE] |
553 | 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] |
554 | Shimoda Hirokazu, Shimosaka Haruo, Hayase Makoto and Ohmata Kenichiro | Hybrid damper for a seismic isolation device for equipments and machines [11WCEE] |
555 | Symans M. D. and Constantinou M. C | Semi-active control of earthquake induced vibration [11WCEE] |
556 | Yasui Kenji, Otsuka Susumu, Kawai Nobuyasu, lkenaga Masayoshi and Mochimaru Masami | Earthquake response observation of a verification tower with active mass damper system [11WCEE] |
557 | Shimazu Takayuki andAraki Hideo | Survey of actual effectiveness of mass damper systems installed in buildings [11WCEE] |
558 | Kubo Tetsuo | Control performance of an AMD response control system considering saturation of the system during intense seismic motions [11WCEE] |
559 | Rana Rahul | Response control of structures by tuned mass dampers and their generalizations [11WCEE] |
560 | Datta T. K., Singh S. and Gupta P | Performance of tuned active mass damper in controlling seismic response of building frames [11WCEE] |
561 | Yoshikawa Masaaki. Toki Kenzo, Sato Tadanobu and Takeuchi Teruo | Active control effect of a model structure by mass driver system [11WCEE] |
562 | Suzuki Tetsuo, Kageyama Mitsuru, Nobata Arihide, Yoshida Osamu and Inaba Satoru | Active vibration control system installed in a high-rise building [11WCEE] |
563 | Hirai J., Naruse M. and Abiru H | Structural control with variable friction damper for seismic response [11WCEE] |
564 | 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] |
565 | Gavin Henri P., Hanson Robert D. and McClamroch N. Harris | Control of structures using electrorheological dampers [11WCEE] |
566 | Hsu D.S., Hou C-Y., Chen J.-L. andYehC.-S | High pressure servo-mechanism structural control system [11WCEE] |
567 | InoueYutaka, Tachibana Eizaburo and Mukai Yoichi | Practical digital-optimizing control algorithm of multi-located active control system for earthquake excitations [11WCEE] |
568 | Udwadia Firdaus E. and Kumar Ravi | Time-delayed active control of structures [11WCEE] |
569 | 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] |
570 | Koshika Norihide, Sakamoto Mitsuo, Fukushima Izuru and Kobori Takuji | Analytical study on non-linear and active control system for large earthquakes [11WCEE] |
571 | Alt Terry R., Jabbari Faryar and Yang J.N. | Reliable control design for buildings under seismic excitation [11WCEE] |
572 | Hsu C.-C. and Calise A.J. | Design of robust controllers for earthquake structural dynamics problems with hysteretic nonlinearities [11WCEE] |
573 | Zuccaro Giulio, Voiello Giuliana, Papa Filomena, Cennamo Claudia and Baratta Alessandro | Optimal design of active control algorithms for transient unknown forcing function [11WCEE] |
574 | Cheng F.Y.andLiDan | Genetic algorithm and game theory for multiobjective optimization of seismic structures with/without control [11WCEE] |
575 | Joghataie Abdolreza and Ghaboussi Jamshid | A comparative study of learning methods and mathematical algorithms in structural control [11WCEE] |
576 | 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] |
577 | Gutierrez E. and Tirelli D | Compensation of time-delay in scaled-time pseudodynamic testing [11WCEE] |
578 | 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] |
579 | YangJM, WuJ. C, AgrawalA.K. and Hsu S.Y. | Reduced-order sliding mode control with compensators for seismic response control [11WCEE] |
580 | White Christopher V.. Abel John F. and Thorp James S. | Optimal decision strategies control of nonlinear structural response [11WCEE] |
581 | Obata Takashi, Hayashikawa Toshiro, Sato Koichi and Shimoda Kazutoshi | Analytical study of active vibration control on tall buildings [11WCEE] |
582 | Hayen Jeffrey C. and Iwan Wilfred D | The use of semi-actively controlled interactions for earthquake response control of structures [11WCEE] |
583 | Lu Lyan-Ywan and Bian Jyh-Jian | Seismic vibration control of building structures using active members [11WCEE] |
584 | 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] |
585 | 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] |
586 | Hansen Henriette I., Nielsen Soren R.K. and Thoft-Christensen P | Active vibration control of hysteretic oscillators using neural networks [11WCEE] |
587 | Yamada Nariyasu and Nishitani Akira | Absolute acceleration measurement based H infinity structural control system design [11WCEE] |
588 | Matheu Enrique E. | Active control of seismic response by variation of structural parameters [11WCEE] |
589 | Asano Koichiro and Nakagawa Hajime | Active nonlinear control of structural systems under severe earthquake excitation [11WCEE] |
590 | Dargush Gary F. and Soong Tsu T. | The role of computational continuum mechanics in structural control [11WCEE] |
591 | Betti Raimondo, Panariello Gary F. and Poulin K. | Vibration control of structures with multiple support excitation [11WCEE] |
592 | Wu Zaiguang and Soong Tsu T. | Modified bang-bang control law for structural control implementation [11WCEE] |
593 | Ishtev Kamen, Philipov Philip and Dineva Petia S. | Active control of a RTV centre [11WCEE] |
594 | Tzan Shyh-Rong and Pantelides Chris P | Active seismic structures [11WCEE] |
595 | Rao Rajesh, Gergely Peter and White Richard N. | A simplified design method for retrofit of gravity load design RC frames with friction dampers [11WCEE] |
596 | Maison Bruce F. | VE dampers for upgrade of Northridge damaged steel building [11WCEE] |
597 | 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] |
598 | Whittaker Andrew S., Constantinou M. C. and Kircher Charles A | Seismic rehabilitation using supplemental damping systems [11WCEE] |
599 | Fu Yaomin | Frame retrofit by using viscous and viscoelastic dampers [11WCEE] |
600 | Chang H.S.E. and Jeing J. C. | Three-dimensional analysis of viscous damper system for seismic retrofit of building [11WCEE] |