Proceedings of the World Conference on Earthquake Engineering

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Showing 22034 total records

Sr. No.AuthorTitle
19201Leonard Michael L. Hushmand Behnam and Brown Scott M.Earthquake engineering for landfills [11WCEE]
19202Hasgiir Zeki and Aydan OmerLiquefaction, lateral spreading, slope and embankment failures during the March 13 earthquake of Erzincan, Turkey [11WCEE]
19203Tani ShigeruConsideration of earth dam behavior during the 1995 Hyougoken-Nanbu earthquake [11WCEE]
19204Watanabe Hiroyuki, Cao Zengyan and Kikuchi KenjiElemental three dimensional dynamic behavior of fill dam [11WCEE]
19205Abouseeda Hassan and Dakoulas PanosNonlinear dynamic earth dam-foundation interaction [11WCEE]
19206Konagai Kazuo and Matsushima TakashiEffect of excitation frequency on the dynamic stability of dilative granular slopes [11WCEE]
19207Zabala Francisco, 0 Idee op Luciano A. and Almazdn Jose LAnalysis of liquefaction induced displacements in earthdams [11WCEE]
19208Simonelli Armando L. and Fortunato EliosEffects of earth slope characteristics on displacement based seismic design [11WCEE]
19209Shen Zhen-Zhong and Xu Zhi-YingShear vibration of 3-D inhomogeneous earth dams in triangular canyons [11WCEE]
19210Chowdhury Robin Evaluation of the seismic performance of earth structures [11WCEE]
19211Restrepo V. Luis F. and Villarraga Manuel RPorce II-dynamic response of the dam and reinforcement fill [11WCEE]
19212Kimura Masashi, Katahira Fuyuki, Sato Hiroshi and Sato MasayoshiCentrifuge modeling of earthquake response of earth dams [11WCEE]
19213Mircevska Violeta, Bickovski Vladimir and Talaganov KostaInvestigation of dynamic stability of dams constructed of local materials in high seismicity regions [11WCEE]
19214Saitoh Kunio, Ishii Takeshi, Katakami Norihisa, Nomoto Kenji and Sugimoto TakeyasuCentrifuge model tests on seismic resistance of high embankment using volcanic cohesive soil [11WCEE]
19215Masukawa Susumu, Yasunaka Masami and Tagashira Hidekazu Earthquake observation and three-dimensional seismic response modal analysis of arockfill dam [11WCEE]
19216Javier Castro Clara C. and Lomas Delgado Elias DSeismic activity in the Aguamilpa Dam, Mexico [11WCEE]
19217Ohbo Naoto, Zheng Jingzhe, Yoshizako Kazuo, Mishima Nobuo, Nagao Kazuyuki and Betsui TomoyukiSeismic behavior of embankment placed on saturated sands [11WCEE]
19218Manzari Majid T.Seismic analysis of soil embankments [11WCEE]
19219Xu Zhi-Ying Simplified effective stress procedure for evaluating seismic response of earth dams in 3-D [11WCEE]
19220Sartna Sarada Kanta and Chowdhury RobinSimulation of pore pressure in earth structures during earthquakes [11WCEE]
19221Nakamura Akira, Nagayama Isao, Sasaki Takashi and Iwashita TomoyaSafety of dams during Hyogoken-Nambu earthquake on January 17, 1995 in Japan [11WCEE]
19222Sun L. and Goto Y.Simulations on effectiveness of energy dissipating buffer for reducing response of bridge during large earthquake [11WCEE]
19223Tanzo Wi/lian and Tsuzuki AkioEnhanced seismic lateral load distribution in continuous span bridges fitted with viscoelastic devices [11WCEE]
19224Bondonet Gael and Fiiiatrault Andre Shape-memory alloys for seismic isolation of bridges [11WCEE]
19225Ciampi V., De Angelis M. and Valente COn the optimal design of energy dissipation devices for the seismic protection of bridges [11WCEE]
19226Nakazawa Takao, Imai Fujio, Maeda Fumio and Takahasi TsukasaEffect of bearing condition on the dynamic characteristics of stress ribbon bridge [11WCEE]
19227Hayashi A., Narita N. and Maeda K.Optimization of characteristic value of seismic isolation bridges [11WCEE]
19228Eftekhari M. and Zadeh Mohsen T. Effect of seismic isolation systems on dynamic behavior of bridges under earthquake loading [11WCEE]
19229Sugiyama ToshiyukiFundamental study on reliability-based design of bridge with sliding type base-isolation system [11WCEE]
19230Rodriguez Santiago and Ingham Tim Seismic protective systems for the stiffening truss of the Golden Gate Bridge [11WCEE]
19231Goto Yozo and Higuchi Shun-ichiActive variable stiffness control system for PC cable-stayed bridge under construction [11WCEE]
19232Feng Maria Q., Chu Don and Naganuma Toshihiko Comparative assessment of seismic isolation devices using Matsunohama viaduct [11WCEE]
19233Kaneko Isao, Katsukawa Touta, Yoshitani Shinji and Suzuki TakeyasuThe powerful TMD for bridges compulsorily shaken by a reaction force from an abutment [11WCEE]
19234Micov Vlado and Petrovski Jakim T.Efficient earthquake protection of RC bridge structures by installation of optimally designed antiseismic devices [11WCEE]
19235Igarashi Akira and lemura Hirokazu Experimental and analytical evaluation of seismic performance of highway bridges with base isolation bearings [11WCEE]
19236Hwang J. S., Lin Cnao Y., Ku S. W. andKau W. J.Analysis accuracy implied by equivalent linear models of bridge isolation [11WCEE]
19237ElnashaiA. S.Inelastic analysis of RC bridges and applications to recent earthquakes [11WCEE]
19238Lou K. Y. and Cheng F.Y.Post-earthquake assessment of bridge collapse and design parameters [11WCEE]
19239GoelRakeshK. Bridge abutment stiffness during earthquakes [11WCEE]
19240Hristovski Viktor and Ristic DaniloNew integrated concept for diagnosis of the state of RC bridges under service and earthquake loads based on progressive structural failure prediction [11WCEE]
19241Mathur Ravi, Lee Huo and Orsolini GregAn improved method for seismic design of highway bridges [11WCEE]
19242Kuznetcova-lrzachmetova I. and Nikitin Andrev ASome problems of ensuring the seismic resistance of bridges [11WCEE]
19243De Sortis Adriano and Nuti CamilloSeismic response by pseudodynamic tests of RC bridges designed to EC8 [11WCEE]
19244Ingham Jason M., Sritharan Sri, Priestley M. J. Nigel and Seible FriederIn-plane seismic response of joints in multi-column bents of concrete bridges [11WCEE]
19245Tanaka Koichi and Ohuchi HajimeA cyclic flexural loading test of composite bridge column [11WCEE]
19246Saadeghvaziri M. AlaA case study from the Northridge earthquake [11WCEE]
19247Saeki Shoichi, Tada Kazuo, Kitagawa Makoto, Nitta Atsushi and Kurihara Toshihiro Effects of the Hanshin-Awaji great quake disaster on the Akashi Kaikyo bridge [11WCEE]
19248Izuno KazuyukiEarthquake response of strengthened bridge pier during the 1995 South Hyogo earthquake [11WCEE]
19249Duque Joaquim, Bairrao Rogerio M. and Vaz Carlos T.Optimisation of shaking table testing of bridge models [11WCEE]
19250Horinouchi Shinichi, Sakata Takahiro and Uno KiyoshiAnalysis of fixed reinforced concrete (RC) arch bridge with small section members under earthquakes [11WCEE]
19251Ventura Carlos E., Finn W. D. Liam, Wagner Pierre R. and Felber Andreas JAmbient vibration studies of three short-span reinforced concrete bridges [11WCEE]
19252Caetano Elsa, Cunha Alvaro and Taylor ColinExperimental analysis of coupled cable-deck motions in cable-stayed bridges [11WCEE]
19253Zhu X., Chen X. and Rong Z. Seismic behavior of diaphragms in RC bridges [11WCEE]
19254SimoesL.M. C. andNegrdo J.H.J.0Comparison between modal and step-by-step approaches in the optimization of cable-stayed bridges subjected to seismic loads [11WCEE]
19255Bruneau Michel and Dicleli MuralSeismic resistance of a class of slab-on-girder steel highway bridges [11WCEE]
19256Vaz Carlos T. and Bairrao Rogerio M.Quantification of behaviour coefficients for curved RC bridges [11WCEE]
19257Jacob Klaus H., Horton Steve, Armbruster John and Barstow NoelSeismic retrofit study of the Queensboro Bridge, N.Y.: rock motions and mode i.d. by ambient vibration measurements [11WCEE]
19258Singh Satinder P. and Fenves Gregory LEarthquake response of two-level viaduct bridges [11WCEE]
19259Delgado Alberto, Moriguchi Hiroshi and Hakuno MotohikoThree dimensional extended distinct element method applied to bridge collapse analysis [11WCEE]
19260Ma Max Y., Pan Austin D., Luan M. and Gebara Joseph MSeismic analysis of stone arch bridges using discontinuous deformation analysis [11WCEE]
19261Petrov Albert ASeismic response of extended systems to multiple support excitations [11WCEE]
19262Thakkar S. K.Secondary resistance arrangement to prevent excessive relative movements in a bridge during a severe earthquake [11WCEE]
19263Nazmy Aly S.Earthquake-response characteristics of long-span arch bridges [11WCEE]
19264Bayrak OguzhanEffect of multiple seismic input on the response of long multi-span bridges [11WCEE]
19265Suz.uki Motoyuki and Oiaka YoshioAseismic performance of reinforced concrete 2-story viaduct [11WCEE]
19266Venkataramana Katta, Kawano Kenji and Tamae ShoichiroEarthquake response of multi-span continuous bridges [11WCEE]
19267Yuan Wancheng C, Wang Shubo B. and Fan Lichu C.Response analysis of suspension bridges [11WCEE]
19268Shide Hu, Aijun Ye and Lichu Fan Earthquake resistance of a multilevel interchange bridge supported by a single column [11WCEE]
19269Dicleli MuratSeismic performance of multi-span simply supported highway bridges having steel columns [11WCEE]
19270Manos G. C. and Demosthenous M.Study of the dynamic response of models of ancient columns or colonnades subjected to horizontal base motions [11WCEE]
19271Karaesmen E., Oktar O. and Karaesman E. A comparative study of historic aqueducts and viaducts in seismic zones [11WCEE]
19272Verras Dionisios, Triantafillidis Panagioti, Loukakis Kiriakos and Dritsos Stephanos ESeismic analysis of stone masonry monuments using CAD models [11WCEE]
19273Oppenheim Irving J.Earthquake analysis of masonry structures [11WCEE]
19274Erdik M. andDurukal E. Use of strong motion data for the assessment of the earthquake response of historic monuments [11WCEE]
19275Carydis 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]
19276Montilla Pedro J., Uzcategui Angela and Hernandez Marina Damages occurred to churches due to the earthquake of February 8, 1995 in Pereira, Colombia [11WCEE]
19277Hisatoku 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]
19278Uzcategui Angela I. and Montilla Pedro JSeismic evaluation of Belen church in Merida, Venezuela [11WCEE]
19279Harries Kent AEarthquake resistant construction in classical Rome [11WCEE]
19280Krstevska Lidija, Mihailov Vladimir P., Boschi Enzo, Rovelli AntonioExperimental dynamic testing of prototype and model of the Marcus Aurelius Column in Roma [11WCEE]
19281Dubey R. N., Thakkar S. K. and Gupta ASeismic analysis for safety evaluation of Taj Mahal monument [11WCEE]
19282Cismigiu 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]
19283Gavrilovic Predrag, Ginell William S. and Sendova Veronika I. Correlation between the experimental and analytical results on seismic strengthening of Byzantine churches [11WCEE]
19284Chachava N. T. and Lekveishvili M. N.Diagnostics and development of recommendations on seismic stability of housing system under reconstruction of historic city center [11WCEE]
19285Sun Zengshou, Chen Huai and Wang BoThe probabilistic method of earthquake damage prediction for floor-supported equipment [11WCEE]
19286Winkler Tibor and Meguro Kimiro Response of interior rigid body assemblies to dynamic excitation [11WCEE]
19287Rutenberg A., Levy /?., Segal F.R. and Marianchik EStructure-elevator systems under earthquake excitations [11WCEE]
19288Aminossehe Piroozan and Sutcliffe Stephen A proposal to reduce the conservatism of generated floor response spectra using the effect of the interaction [11WCEE]
19289Huang J. Y., Li G. Q. and Shen Z.Y.Earthquake isolation of equipments installed on floors of tall buildings [11WCEE]
19290Singh M. P., Chang T.-S. and Sudrez L.E. Floor response spectrum amplification due to yielding of supporting structure [11WCEE]
19291Hanamura Masaki, Suhara Junji, Takada Tsuyoshi, Ogo Hideyasu and Ichihashi IchiroInfluence of spatial variation of earthquake ground motion on response of secondary systems [11WCEE]
19292Naganoh Masatake, Sakamoto Koichi and Takanashi NarukoEarthquake damage of fire fighting and life safety systems [11WCEE]
19293Olaru Dan RFloor response spectra for equipments resting on multisupport-structures [11WCEE]
19294Yao George C. Seismic capacity evaluation of equipment in a modern hospital at southern Taiwan [11WCEE]
19295Biondi B., D'Aveni A. and Muscolino GSeismic response of combined primary-secondary systems via component-mode synthesis [11WCEE]
19296Sudrez L. E. and Singh M.PSeismic response of rail-counterweight systems of elevators [11WCEE]
19297Guevara L. Teresa, Jones-Parra B. and Cardona 0. DNonstructural seismic vulnerability evaluation method for health-care facilities in Venezuela [11WCEE]
19298Villaverde RobertoA proposed replacement for the seismic code provisions for nonstructural components in buildings [11WCEE]
19299Amiri Gholamreza G. and McClure GhyslaineSeismic response of tall guyed telecommunication towers [11WCEE]
19300Snyder M. D., Bazdn-Zurita E. and Vaidya N. RImpact of accidental eccentricity in the seismic design of industrial facilities [11WCEE]