19201 | Leonard Michael L. Hushmand Behnam and Brown Scott M. | Earthquake engineering for landfills [11WCEE] |
19202 | Hasgiir Zeki and Aydan Omer | Liquefaction, lateral spreading, slope and embankment failures during the March 13 earthquake of Erzincan, Turkey [11WCEE] |
19203 | Tani Shigeru | Consideration of earth dam behavior during the 1995 Hyougoken-Nanbu earthquake [11WCEE] |
19204 | Watanabe Hiroyuki, Cao Zengyan and Kikuchi Kenji | Elemental three dimensional dynamic behavior of fill dam [11WCEE] |
19205 | Abouseeda Hassan and Dakoulas Panos | Nonlinear dynamic earth dam-foundation interaction [11WCEE] |
19206 | Konagai Kazuo and Matsushima Takashi | Effect of excitation frequency on the dynamic stability of dilative granular slopes [11WCEE] |
19207 | Zabala Francisco, 0 Idee op Luciano A. and Almazdn Jose L | Analysis of liquefaction induced displacements in earthdams [11WCEE] |
19208 | Simonelli Armando L. and Fortunato Elios | Effects of earth slope characteristics on displacement based seismic design [11WCEE] |
19209 | Shen Zhen-Zhong and Xu Zhi-Ying | Shear vibration of 3-D inhomogeneous earth dams in triangular canyons [11WCEE] |
19210 | Chowdhury Robin | Evaluation of the seismic performance of earth structures [11WCEE] |
19211 | Restrepo V. Luis F. and Villarraga Manuel R | Porce II-dynamic response of the dam and reinforcement fill [11WCEE] |
19212 | Kimura Masashi, Katahira Fuyuki, Sato Hiroshi and Sato Masayoshi | Centrifuge modeling of earthquake response of earth dams [11WCEE] |
19213 | Mircevska Violeta, Bickovski Vladimir and Talaganov Kosta | Investigation of dynamic stability of dams constructed of local materials in high seismicity regions [11WCEE] |
19214 | 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] |
19215 | Masukawa Susumu, Yasunaka Masami and Tagashira Hidekazu | Earthquake observation and three-dimensional seismic response modal analysis of arockfill dam [11WCEE] |
19216 | Javier Castro Clara C. and Lomas Delgado Elias D | Seismic activity in the Aguamilpa Dam, Mexico [11WCEE] |
19217 | Ohbo Naoto, Zheng Jingzhe, Yoshizako Kazuo, Mishima Nobuo, Nagao Kazuyuki and Betsui Tomoyuki | Seismic behavior of embankment placed on saturated sands [11WCEE] |
19218 | Manzari Majid T. | Seismic analysis of soil embankments [11WCEE] |
19219 | Xu Zhi-Ying | Simplified effective stress procedure for evaluating seismic response of earth dams in 3-D [11WCEE] |
19220 | Sartna Sarada Kanta and Chowdhury Robin | Simulation of pore pressure in earth structures during earthquakes [11WCEE] |
19221 | Nakamura Akira, Nagayama Isao, Sasaki Takashi and Iwashita Tomoya | Safety of dams during Hyogoken-Nambu earthquake on January 17, 1995 in Japan [11WCEE] |
19222 | Sun L. and Goto Y. | Simulations on effectiveness of energy dissipating buffer for reducing response of bridge during large earthquake [11WCEE] |
19223 | Tanzo Wi/lian and Tsuzuki Akio | Enhanced seismic lateral load distribution in continuous span bridges fitted with viscoelastic devices [11WCEE] |
19224 | Bondonet Gael and Fiiiatrault Andre | Shape-memory alloys for seismic isolation of bridges [11WCEE] |
19225 | Ciampi V., De Angelis M. and Valente C | On the optimal design of energy dissipation devices for the seismic protection of bridges [11WCEE] |
19226 | Nakazawa Takao, Imai Fujio, Maeda Fumio and Takahasi Tsukasa | Effect of bearing condition on the dynamic characteristics of stress ribbon bridge [11WCEE] |
19227 | Hayashi A., Narita N. and Maeda K. | Optimization of characteristic value of seismic isolation bridges [11WCEE] |
19228 | Eftekhari M. and Zadeh Mohsen T. | Effect of seismic isolation systems on dynamic behavior of bridges under earthquake loading [11WCEE] |
19229 | Sugiyama Toshiyuki | Fundamental study on reliability-based design of bridge with sliding type base-isolation system [11WCEE] |
19230 | Rodriguez Santiago and Ingham Tim | Seismic protective systems for the stiffening truss of the Golden Gate Bridge [11WCEE] |
19231 | Goto Yozo and Higuchi Shun-ichi | Active variable stiffness control system for PC cable-stayed bridge under construction [11WCEE] |
19232 | Feng Maria Q., Chu Don and Naganuma Toshihiko | Comparative assessment of seismic isolation devices using Matsunohama viaduct [11WCEE] |
19233 | Kaneko Isao, Katsukawa Touta, Yoshitani Shinji and Suzuki Takeyasu | The powerful TMD for bridges compulsorily shaken by a reaction force from an abutment [11WCEE] |
19234 | Micov Vlado and Petrovski Jakim T. | Efficient earthquake protection of RC bridge structures by installation of optimally designed antiseismic devices [11WCEE] |
19235 | Igarashi Akira and lemura Hirokazu | Experimental and analytical evaluation of seismic performance of highway bridges with base isolation bearings [11WCEE] |
19236 | Hwang J. S., Lin Cnao Y., Ku S. W. andKau W. J. | Analysis accuracy implied by equivalent linear models of bridge isolation [11WCEE] |
19237 | ElnashaiA. S. | Inelastic analysis of RC bridges and applications to recent earthquakes [11WCEE] |
19238 | Lou K. Y. and Cheng F.Y. | Post-earthquake assessment of bridge collapse and design parameters [11WCEE] |
19239 | GoelRakeshK. | Bridge abutment stiffness during earthquakes [11WCEE] |
19240 | 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] |
19241 | Mathur Ravi, Lee Huo and Orsolini Greg | An improved method for seismic design of highway bridges [11WCEE] |
19242 | Kuznetcova-lrzachmetova I. and Nikitin Andrev A | Some problems of ensuring the seismic resistance of bridges [11WCEE] |
19243 | De Sortis Adriano and Nuti Camillo | Seismic response by pseudodynamic tests of RC bridges designed to EC8 [11WCEE] |
19244 | 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] |
19245 | Tanaka Koichi and Ohuchi Hajime | A cyclic flexural loading test of composite bridge column [11WCEE] |
19246 | Saadeghvaziri M. Ala | A case study from the Northridge earthquake [11WCEE] |
19247 | 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] |
19248 | Izuno Kazuyuki | Earthquake response of strengthened bridge pier during the 1995 South Hyogo earthquake [11WCEE] |
19249 | Duque Joaquim, Bairrao Rogerio M. and Vaz Carlos T. | Optimisation of shaking table testing of bridge models [11WCEE] |
19250 | Horinouchi Shinichi, Sakata Takahiro and Uno Kiyoshi | Analysis of fixed reinforced concrete (RC) arch bridge with small section members under earthquakes [11WCEE] |
19251 | 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] |
19252 | Caetano Elsa, Cunha Alvaro and Taylor Colin | Experimental analysis of coupled cable-deck motions in cable-stayed bridges [11WCEE] |
19253 | Zhu X., Chen X. and Rong Z. | Seismic behavior of diaphragms in RC bridges [11WCEE] |
19254 | 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] |
19255 | Bruneau Michel and Dicleli Mural | Seismic resistance of a class of slab-on-girder steel highway bridges [11WCEE] |
19256 | Vaz Carlos T. and Bairrao Rogerio M. | Quantification of behaviour coefficients for curved RC bridges [11WCEE] |
19257 | 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] |
19258 | Singh Satinder P. and Fenves Gregory L | Earthquake response of two-level viaduct bridges [11WCEE] |
19259 | Delgado Alberto, Moriguchi Hiroshi and Hakuno Motohiko | Three dimensional extended distinct element method applied to bridge collapse analysis [11WCEE] |
19260 | Ma Max Y., Pan Austin D., Luan M. and Gebara Joseph M | Seismic analysis of stone arch bridges using discontinuous deformation analysis [11WCEE] |
19261 | Petrov Albert A | Seismic response of extended systems to multiple support excitations [11WCEE] |
19262 | Thakkar S. K. | Secondary resistance arrangement to prevent excessive relative movements in a bridge during a severe earthquake [11WCEE] |
19263 | Nazmy Aly S. | Earthquake-response characteristics of long-span arch bridges [11WCEE] |
19264 | Bayrak Oguzhan | Effect of multiple seismic input on the response of long multi-span bridges [11WCEE] |
19265 | Suz.uki Motoyuki and Oiaka Yoshio | Aseismic performance of reinforced concrete 2-story viaduct [11WCEE] |
19266 | Venkataramana Katta, Kawano Kenji and Tamae Shoichiro | Earthquake response of multi-span continuous bridges [11WCEE] |
19267 | Yuan Wancheng C, Wang Shubo B. and Fan Lichu C. | Response analysis of suspension bridges [11WCEE] |
19268 | Shide Hu, Aijun Ye and Lichu Fan | Earthquake resistance of a multilevel interchange bridge supported by a single column [11WCEE] |
19269 | Dicleli Murat | Seismic performance of multi-span simply supported highway bridges having steel columns [11WCEE] |
19270 | Manos G. C. and Demosthenous M. | Study of the dynamic response of models of ancient columns or colonnades subjected to horizontal base motions [11WCEE] |
19271 | Karaesmen E., Oktar O. and Karaesman E. | A comparative study of historic aqueducts and viaducts in seismic zones [11WCEE] |
19272 | Verras Dionisios, Triantafillidis Panagioti, Loukakis Kiriakos and Dritsos Stephanos E | Seismic analysis of stone masonry monuments using CAD models [11WCEE] |
19273 | Oppenheim Irving J. | Earthquake analysis of masonry structures [11WCEE] |
19274 | Erdik M. andDurukal E. | Use of strong motion data for the assessment of the earthquake response of historic monuments [11WCEE] |
19275 | 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] |
19276 | Montilla Pedro J., Uzcategui Angela and Hernandez Marina | Damages occurred to churches due to the earthquake of February 8, 1995 in Pereira, Colombia [11WCEE] |
19277 | 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] |
19278 | Uzcategui Angela I. and Montilla Pedro J | Seismic evaluation of Belen church in Merida, Venezuela [11WCEE] |
19279 | Harries Kent A | Earthquake resistant construction in classical Rome [11WCEE] |
19280 | Krstevska Lidija, Mihailov Vladimir P., Boschi Enzo, Rovelli Antonio | Experimental dynamic testing of prototype and model of the Marcus Aurelius Column in Roma [11WCEE] |
19281 | Dubey R. N., Thakkar S. K. and Gupta A | Seismic analysis for safety evaluation of Taj Mahal monument [11WCEE] |
19282 | 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] |
19283 | Gavrilovic Predrag, Ginell William S. and Sendova Veronika I. | Correlation between the experimental and analytical results on seismic strengthening of Byzantine churches [11WCEE] |
19284 | 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] |
19285 | Sun Zengshou, Chen Huai and Wang Bo | The probabilistic method of earthquake damage prediction for floor-supported equipment [11WCEE] |
19286 | Winkler Tibor and Meguro Kimiro | Response of interior rigid body assemblies to dynamic excitation [11WCEE] |
19287 | Rutenberg A., Levy /?., Segal F.R. and Marianchik E | Structure-elevator systems under earthquake excitations [11WCEE] |
19288 | Aminossehe Piroozan and Sutcliffe Stephen | A proposal to reduce the conservatism of generated floor response spectra using the effect of the interaction [11WCEE] |
19289 | Huang J. Y., Li G. Q. and Shen Z.Y. | Earthquake isolation of equipments installed on floors of tall buildings [11WCEE] |
19290 | Singh M. P., Chang T.-S. and Sudrez L.E. | Floor response spectrum amplification due to yielding of supporting structure [11WCEE] |
19291 | 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] |
19292 | Naganoh Masatake, Sakamoto Koichi and Takanashi Naruko | Earthquake damage of fire fighting and life safety systems [11WCEE] |
19293 | Olaru Dan R | Floor response spectra for equipments resting on multisupport-structures [11WCEE] |
19294 | Yao George C. | Seismic capacity evaluation of equipment in a modern hospital at southern Taiwan [11WCEE] |
19295 | Biondi B., D'Aveni A. and Muscolino G | Seismic response of combined primary-secondary systems via component-mode synthesis [11WCEE] |
19296 | Sudrez L. E. and Singh M.P | Seismic response of rail-counterweight systems of elevators [11WCEE] |
19297 | Guevara L. Teresa, Jones-Parra B. and Cardona 0. D | Nonstructural seismic vulnerability evaluation method for health-care facilities in Venezuela [11WCEE] |
19298 | Villaverde Roberto | A proposed replacement for the seismic code provisions for nonstructural components in buildings [11WCEE] |
19299 | Amiri Gholamreza G. and McClure Ghyslaine | Seismic response of tall guyed telecommunication towers [11WCEE] |
19300 | Snyder M. D., Bazdn-Zurita E. and Vaidya N. R | Impact of accidental eccentricity in the seismic design of industrial facilities [11WCEE] |