401 | Abdrabbo Fathi M. and Ali Naemi A | Earthquake response of concrete gravity dam-reservoir system-nonlinear analysis [11WCEE] |
402 | Proulx Jean, Carbonneau Charles and Paultre Patrick | Forced-vibration tests of a large gravity dam in winter and summer conditions [11WCEE] |
403 | Mojtahedi Soheil and Fenves Gregory L | Response of a concrete arch dam in the 1994 Northridge, California earthquake [11WCEE] |
404 | Cdmara Romano C. and Oliveira Sergio B | Dynamic behaviour of an arch dam-foundation-reservoir system. Numerical modelling and calibration with a forced vibration test [11WCEE] |
405 | Paul Dilip K., Chandrasekaran A.R. and Bhingare S. L | Identification of system parameters of the Koyna Dam from accelerograms recorded on the dam [11WCEE] |
406 | Chen Houqun, Li Deyu, Hu Xiao and Hon Shunzai | Model test and computation analysis for dynamic behavior of arch dam with contraction joints [11WCEE] |
407 | Zhou Jing, Lin Gao and Zhu Tong | Seismic model rupture tests and safety evaluation of high arch dams [11WCEE] |
408 | Wieland Martin | Earthquake safety and earthquake-resistant design of large concrete dams [11WCEE] |
409 | Popovici Adrian Mihail, Sarghiuta Radu Corneliu A., Toma loan Gh. and Moldoveanu Traian | Reevaluation of the seismic safety of a large arch dam commissioned thirty years ago [11WCEE] |
410 | Batta Vinod and Pekau Oscar A | Seismic cracking analysis of pine flat dam: case study [11WCEE] |
411 | Lin Gao, Zhou Jing and Wang Junjic | Seismic response of arch dams to wave scattering and spatial variation of ground motions [11WCEE] |
412 | Ghaemian Mohsen | Seismic response of a retrofitted concrete buttress dam [11WCEE] |
413 | Li Zhengnong, Li Guiqing and Jifu Meng | Dynamic analysis for power house section of Three Gorges Dam [11WCEE] |
414 | Singh Davendra P | Structural system for low rise housing in seismic areas [11WCEE] |
415 | Watanabe Tetsuya, Suzuki Kohei, Mitsumori Tomohiko, Urushihara K. and Shimizu Nobuyuki | Study on nonlinear seismic response of piping system with friction [11WCEE] |
416 | Augusti Giuliano and Ciampoli Marcello | Guidelines for seismic protection of museum contents [11WCEE] |
417 | Ieremia Mircea, Lepadat Sorin Valentin M., Tarhon C. and Tepes F. | Earthquake response analysis of a concrete barrage in interaction with the soil [11WCEE] |
418 | Rizwan Syed Ali and Ahmad Aftab | On the earthquake resistant design on reinforced concrete (R.C.) chimneys [11WCEE] |
419 | Flores-Victoria Armando | Algorithm for seismic hydrodynamic response spectra [11WCEE] |
420 | Ohmachi Tatsuo and Takase Masashi | A deployable display stand for art objects viable in severe earthquake shaking [11WCEE] |
421 | Moossavi Nejad Shodja E. | Dynamic response of guyed masts to strong motion earthquake [11WCEE] |
422 | Tanaka Yoshihiro, Sulekh Ajai and Tsuka Toshihiko | Sliding analysis of a softly installed offshore structure coupled with interior and exterior fluid motion due to earthquake [11WCEE] |
423 | Uwabe Tatsuo, Takano Takemitu and Nozu Atsushi | Analysis of acceleration and hydrodynamic pressure records on offshore structure and seabed [11WCEE] |
424 | Parra Jose G., Arias Norca, Abreu Elio and Alvarellos J. | Seismic performance of concrete oil platforms in shallow waters. The Lake Maracaibo case [11WCEE] |
425 | Kawano Kenji, Venkataramana Katta, Hashimoto Tutomu and Komasa Takahiro | Reduction effects on seismic responses of offshore platform [11WCEE] |
426 | Lee Hsien Hua | Seismic mitigation of offshore platform with HDR isolators [11WCEE] |
427 | Suzuki Takeyasu | Damages of urban tunnels due to the southern Hyogo earthquake of January 17, 1995 and the evaluation of seismic isolation effect [11WCEE] |
428 | Gil-Martin L. M., De La Fuente-Martin P., Perez-Castellanos J. L. and Navarro-Ugena C. | Engineering model for the seismic response of buried tunnels [11WCEE] |
429 | Leonard Michael L. Hushmand Behnam and Brown Scott M. | Earthquake engineering for landfills [11WCEE] |
430 | Hasgiir Zeki and Aydan Omer | Liquefaction, lateral spreading, slope and embankment failures during the March 13 earthquake of Erzincan, Turkey [11WCEE] |
431 | Tani Shigeru | Consideration of earth dam behavior during the 1995 Hyougoken-Nanbu earthquake [11WCEE] |
432 | Watanabe Hiroyuki, Cao Zengyan and Kikuchi Kenji | Elemental three dimensional dynamic behavior of fill dam [11WCEE] |
433 | Abouseeda Hassan and Dakoulas Panos | Nonlinear dynamic earth dam-foundation interaction [11WCEE] |
434 | Konagai Kazuo and Matsushima Takashi | Effect of excitation frequency on the dynamic stability of dilative granular slopes [11WCEE] |
435 | Zabala Francisco, 0 Idee op Luciano A. and Almazdn Jose L | Analysis of liquefaction induced displacements in earthdams [11WCEE] |
436 | Simonelli Armando L. and Fortunato Elios | Effects of earth slope characteristics on displacement based seismic design [11WCEE] |
437 | Shen Zhen-Zhong and Xu Zhi-Ying | Shear vibration of 3-D inhomogeneous earth dams in triangular canyons [11WCEE] |
438 | Chowdhury Robin | Evaluation of the seismic performance of earth structures [11WCEE] |
439 | Restrepo V. Luis F. and Villarraga Manuel R | Porce II-dynamic response of the dam and reinforcement fill [11WCEE] |
440 | Kimura Masashi, Katahira Fuyuki, Sato Hiroshi and Sato Masayoshi | Centrifuge modeling of earthquake response of earth dams [11WCEE] |
441 | Mircevska Violeta, Bickovski Vladimir and Talaganov Kosta | Investigation of dynamic stability of dams constructed of local materials in high seismicity regions [11WCEE] |
442 | Saitoh Kunio, Ishii Takeshi, Katakami Norihisa, Nomoto Kenji and Sugimoto Takeyasu | Centrifuge model tests on seismic resistance of high embankment using volcanic cohesive soil [11WCEE] |
443 | Masukawa Susumu, Yasunaka Masami and Tagashira Hidekazu | Earthquake observation and three-dimensional seismic response modal analysis of arockfill dam [11WCEE] |
444 | Javier Castro Clara C. and Lomas Delgado Elias D | Seismic activity in the Aguamilpa Dam, Mexico [11WCEE] |
445 | Ohbo Naoto, Zheng Jingzhe, Yoshizako Kazuo, Mishima Nobuo, Nagao Kazuyuki and Betsui Tomoyuki | Seismic behavior of embankment placed on saturated sands [11WCEE] |
446 | Manzari Majid T. | Seismic analysis of soil embankments [11WCEE] |
447 | Xu Zhi-Ying | Simplified effective stress procedure for evaluating seismic response of earth dams in 3-D [11WCEE] |
448 | Sartna Sarada Kanta and Chowdhury Robin | Simulation of pore pressure in earth structures during earthquakes [11WCEE] |
449 | Nakamura Akira, Nagayama Isao, Sasaki Takashi and Iwashita Tomoya | Safety of dams during Hyogoken-Nambu earthquake on January 17, 1995 in Japan [11WCEE] |
450 | Sun L. and Goto Y. | Simulations on effectiveness of energy dissipating buffer for reducing response of bridge during large earthquake [11WCEE] |
451 | Tanzo Wi/lian and Tsuzuki Akio | Enhanced seismic lateral load distribution in continuous span bridges fitted with viscoelastic devices [11WCEE] |
452 | Bondonet Gael and Fiiiatrault Andre | Shape-memory alloys for seismic isolation of bridges [11WCEE] |
453 | Ciampi V., De Angelis M. and Valente C | On the optimal design of energy dissipation devices for the seismic protection of bridges [11WCEE] |
454 | Nakazawa Takao, Imai Fujio, Maeda Fumio and Takahasi Tsukasa | Effect of bearing condition on the dynamic characteristics of stress ribbon bridge [11WCEE] |
455 | Hayashi A., Narita N. and Maeda K. | Optimization of characteristic value of seismic isolation bridges [11WCEE] |
456 | Eftekhari M. and Zadeh Mohsen T. | Effect of seismic isolation systems on dynamic behavior of bridges under earthquake loading [11WCEE] |
457 | Sugiyama Toshiyuki | Fundamental study on reliability-based design of bridge with sliding type base-isolation system [11WCEE] |
458 | Rodriguez Santiago and Ingham Tim | Seismic protective systems for the stiffening truss of the Golden Gate Bridge [11WCEE] |
459 | Goto Yozo and Higuchi Shun-ichi | Active variable stiffness control system for PC cable-stayed bridge under construction [11WCEE] |
460 | Feng Maria Q., Chu Don and Naganuma Toshihiko | Comparative assessment of seismic isolation devices using Matsunohama viaduct [11WCEE] |
461 | Kaneko Isao, Katsukawa Touta, Yoshitani Shinji and Suzuki Takeyasu | The powerful TMD for bridges compulsorily shaken by a reaction force from an abutment [11WCEE] |
462 | Micov Vlado and Petrovski Jakim T. | Efficient earthquake protection of RC bridge structures by installation of optimally designed antiseismic devices [11WCEE] |
463 | Igarashi Akira and lemura Hirokazu | Experimental and analytical evaluation of seismic performance of highway bridges with base isolation bearings [11WCEE] |
464 | Hwang J. S., Lin Cnao Y., Ku S. W. andKau W. J. | Analysis accuracy implied by equivalent linear models of bridge isolation [11WCEE] |
465 | ElnashaiA. S. | Inelastic analysis of RC bridges and applications to recent earthquakes [11WCEE] |
466 | Lou K. Y. and Cheng F.Y. | Post-earthquake assessment of bridge collapse and design parameters [11WCEE] |
467 | GoelRakeshK. | Bridge abutment stiffness during earthquakes [11WCEE] |
468 | Hristovski Viktor and Ristic Danilo | New integrated concept for diagnosis of the state of RC bridges under service and earthquake loads based on progressive structural failure prediction [11WCEE] |
469 | Mathur Ravi, Lee Huo and Orsolini Greg | An improved method for seismic design of highway bridges [11WCEE] |
470 | Kuznetcova-lrzachmetova I. and Nikitin Andrev A | Some problems of ensuring the seismic resistance of bridges [11WCEE] |
471 | De Sortis Adriano and Nuti Camillo | Seismic response by pseudodynamic tests of RC bridges designed to EC8 [11WCEE] |
472 | Ingham Jason M., Sritharan Sri, Priestley M. J. Nigel and Seible Frieder | In-plane seismic response of joints in multi-column bents of concrete bridges [11WCEE] |
473 | Tanaka Koichi and Ohuchi Hajime | A cyclic flexural loading test of composite bridge column [11WCEE] |
474 | Saadeghvaziri M. Ala | A case study from the Northridge earthquake [11WCEE] |
475 | Saeki Shoichi, Tada Kazuo, Kitagawa Makoto, Nitta Atsushi and Kurihara Toshihiro | Effects of the Hanshin-Awaji great quake disaster on the Akashi Kaikyo bridge [11WCEE] |
476 | Izuno Kazuyuki | Earthquake response of strengthened bridge pier during the 1995 South Hyogo earthquake [11WCEE] |
477 | Duque Joaquim, Bairrao Rogerio M. and Vaz Carlos T. | Optimisation of shaking table testing of bridge models [11WCEE] |
478 | Horinouchi Shinichi, Sakata Takahiro and Uno Kiyoshi | Analysis of fixed reinforced concrete (RC) arch bridge with small section members under earthquakes [11WCEE] |
479 | Ventura Carlos E., Finn W. D. Liam, Wagner Pierre R. and Felber Andreas J | Ambient vibration studies of three short-span reinforced concrete bridges [11WCEE] |
480 | Caetano Elsa, Cunha Alvaro and Taylor Colin | Experimental analysis of coupled cable-deck motions in cable-stayed bridges [11WCEE] |
481 | Zhu X., Chen X. and Rong Z. | Seismic behavior of diaphragms in RC bridges [11WCEE] |
482 | SimoesL.M. C. andNegrdo J.H.J.0 | Comparison between modal and step-by-step approaches in the optimization of cable-stayed bridges subjected to seismic loads [11WCEE] |
483 | Bruneau Michel and Dicleli Mural | Seismic resistance of a class of slab-on-girder steel highway bridges [11WCEE] |
484 | Vaz Carlos T. and Bairrao Rogerio M. | Quantification of behaviour coefficients for curved RC bridges [11WCEE] |
485 | Jacob Klaus H., Horton Steve, Armbruster John and Barstow Noel | Seismic retrofit study of the Queensboro Bridge, N.Y.: rock motions and mode i.d. by ambient vibration measurements [11WCEE] |
486 | Singh Satinder P. and Fenves Gregory L | Earthquake response of two-level viaduct bridges [11WCEE] |
487 | Delgado Alberto, Moriguchi Hiroshi and Hakuno Motohiko | Three dimensional extended distinct element method applied to bridge collapse analysis [11WCEE] |
488 | Ma Max Y., Pan Austin D., Luan M. and Gebara Joseph M | Seismic analysis of stone arch bridges using discontinuous deformation analysis [11WCEE] |
489 | Petrov Albert A | Seismic response of extended systems to multiple support excitations [11WCEE] |
490 | Thakkar S. K. | Secondary resistance arrangement to prevent excessive relative movements in a bridge during a severe earthquake [11WCEE] |
491 | Nazmy Aly S. | Earthquake-response characteristics of long-span arch bridges [11WCEE] |
492 | Bayrak Oguzhan | Effect of multiple seismic input on the response of long multi-span bridges [11WCEE] |
493 | Suz.uki Motoyuki and Oiaka Yoshio | Aseismic performance of reinforced concrete 2-story viaduct [11WCEE] |
494 | Venkataramana Katta, Kawano Kenji and Tamae Shoichiro | Earthquake response of multi-span continuous bridges [11WCEE] |
495 | Yuan Wancheng C, Wang Shubo B. and Fan Lichu C. | Response analysis of suspension bridges [11WCEE] |
496 | Shide Hu, Aijun Ye and Lichu Fan | Earthquake resistance of a multilevel interchange bridge supported by a single column [11WCEE] |
497 | Dicleli Murat | Seismic performance of multi-span simply supported highway bridges having steel columns [11WCEE] |
498 | Manos G. C. and Demosthenous M. | Study of the dynamic response of models of ancient columns or colonnades subjected to horizontal base motions [11WCEE] |
499 | Karaesmen E., Oktar O. and Karaesman E. | A comparative study of historic aqueducts and viaducts in seismic zones [11WCEE] |
500 | Verras Dionisios, Triantafillidis Panagioti, Loukakis Kiriakos and Dritsos Stephanos E | Seismic analysis of stone masonry monuments using CAD models [11WCEE] |