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
901Dimova Silvia LTwo techniques for treatment of friction forces-experimental verification and analysis [11WCEE]
902Lee Jung-Yoon, Watanabe Fumio and Nishiyama MinehiroTheoretical prediction of shear strength and ductility of reinforced concrete beams [11WCEE]
903Aviles Nibaldo B., Maruyama Kyuichi and Rojas Luperfina E.Improving strength and ductility by using steel plate wrapping [11WCEE]
904Miramontes D., Merabet O. and Reynouard J. MKinematic hardening model based on general plasticity for RC structures [11WCEE]
905Douglas Kim T, Davidson Barry J. and Fenwick Richard C.Modelling of reinforced concrete plastic hinges [11WCEE]
906Nikolov Atanas GHysteretic shear model of reinforced concrete connections in prefabricated shear walls [11WCEE]
907Morita Koichi and Kanda JunExperimental evaluation of amplitude dependent natural period and damping ratio of a multi-story structure [11WCEE]
908Fardis Michael N. and Panagiotakos Telemachos BHysteretic damping of reinforced concrete elements [11WCEE]
909Kato Daisuke, Honda Yoshimasa, Suzuki Hirotaka and Shiba Joe Confinement of concrete of R/C members under varying axial load [11WCEE]
910Martin Perez Beatriz and Pantazopoulou Stavroula JA study of the mechanical response of reinforced concrete to cyclic shear reversals [11WCEE]
911Kinugasa Hideyuki and Nomura SetsuroFailure mechanism under reversed cyclic loading after flexural yielding [11WCEE]
912Maeda MasakiEffect of confinement on bond splitting behavior in reinforced concrete beams [11WCEE]
913Nishizaka Riei, Fukuwa Nobuo, Yagi Shigeiiaru and Tanaka KiyokazuA study on the effect on non-structural members on the eigenproperty of 3 story prefabricated steel building based on full-scale vibration test [11WCEE]
914Schneider Stephen P., Favieri Stephen JLateral strength of brick cladded steel frames [11WCEE]
915Mito M., Sugano T., Inatomi T. and Inagaki H.Experimental studies on the caisson type quaywall damaged by Hyogoken-nanbu earthquake 1995 [11WCEE]
916Sugano T., Morita T., Mito M., Sasaki T. and Inagaki H.Case studies of caisson type quay wall damage by 1995 Hyogoken-nanbu earthquake [11WCEE]
917Yoneyama Haruo and Nozu Atsushi Experimental study on seaquake response characteristics of floating structures [11WCEE]
918Okada Tsuneo and Teshigawara MasaomiSeismic design criteria for high-rise R/C buildings using high-strength materials [11WCEE]
919Mitsunari Kazuaki and Saisho MotooUltimate strength and plastic deformation capacity of CFT beam-column subjected to dynamic load [11WCEE]
920Matsui Chiaki and Sakai JuichiInelastic behavior of mixed frames composed of different structural types of members [11WCEE]
921Lopez-Batiz 0Seismic behavior of precast reinforced concrete structures [11WCEE]
922Riobdo Martin Jose MariaSeismic-resistant centers for precast concrete buildings and bridges [11WCEE]
923Yoshino Tsugihiko, Kobayashi Katsumi and Ase MasaakiIntensive shear reinforcing method for PCA members with splice sleeve joint [11WCEE]
924Fonseca Fernando S., Wood Sharon L. and Hawkins Neil MMeasured response of tilt-up structural systems [11WCEE]
925Castro Juan J., Ydhez Rodolfo and Yamaguchi TeruakiStudy on the joint and bond strength of spliced bars using spiral sheaths for precast concrete structures [11WCEE]
926Sekulovic Miodrag, Ashkinadze Gligorie, Pujevic Branislav S. and Salatic Ratko MContribution to theoretical and experimental analysis of large panel structures subjected to earthquake [11WCEE]
927Lee Li-Hyung, Yi Waon-Ho and Seo Soo-YeonShaking table test of precast concrete wall structure [11WCEE]
928Klingner Richard E., Rubiano Nestor R., Bashandy Tarek R. and Sweeney Steven C.Evaluation and analytical verification of shaking table data from infilled frames [11WCEE]
929Combescure D., Pires F., Cerqueira P. and Pegon PTests on masonry infilled R/C frames and its numerical interpretation [11WCEE]
930Araki Hideo and Shimazu Takayuki Earthquake resistance mechanism of lowest portions of high-rise RC buildings [11WCEE]
931Zolotcov Anatol and Izmailov Iu Vibrational tests on sections of monolithic building at high levels of loading [11WCEE]
932Shi Weixing, Zhu Bolong and Xing GuojuanSimulated earthquake experiment study of a 1/50-scale Shanghai radio & TV tower [11WCEE]
933Colangelo Felice Pseudodynamic tests on brick-infilled R.C. frames [11WCEE]
934Littler John DForced vibration tests on a four-storey reinforced concrete frame before and after pseudo-dynamic loading [11WCEE]
935Mutsuyoshi Hiroshi, Machida Atsuhiko and Tanzo Willian Influence of girder ductility on the seismic safety of two-story RC viaducts using substructured pseudodynamic test method [11WCEE]
936Li Tian, Yi Yu, Li Jie and Den Xiu TeiExperimental study on aseismic behaviour of the reinforced concrete frame- truss structure system [11WCEE]
937Zolotcov AnatolDetermination of buildings condition by their dynamic characteristics [11WCEE]
938Aoyama Hiroyuki and Murota TatsuoDevelopment of new reinforced concrete structures [11WCEE]
939motions Nakayama Takashi, Igarashi Katuya, Maruta Makoto, Takahashi Motomi, Nakashima Takahiro and Suzuki NorioShaking table tests of reinforced concrete structures under bidirectional earthquake motions [11WCEE]
940Huang M.J. and Shakal Anthony F.Analysis of building strong-motion records from the 1994 Northridge, California earthquake [11WCEE]
941Tobar Rene and Bonelli PatricioTests of a micro-concrete model of a building damaged during the 1985 Chile earthquake [11WCEE]
942Kanoh Yoshikazu, Chiba Osamu, Kikuta Shigemi, Ohkawa Jun and Katoh HirotoDevelopment of a super-high-rise reinforced concrete flat plate building [11WCEE]
943Minowa Chikahiro, Hayashida Toshio, Abe Isanu, Kida Takeki and Okada TumeoA shaking table damage test of actual size RC frame [11WCEE]
944Kitajima Keiji, Adachi Hiromi and Nakanishi MitsukazuResponse characteristics on reinforced concrete structures under bi-directional earthquake motions [11WCEE]
945Chen Cheng-Hsing and Lee Yang-JyeResponse prediction for Hsalien LSST model by using hybrid modelling [11WCEE]
946Quintero Carlos G, Lafave James M. and Wight James K.Behavior of slab-band floor systems subjected to lateral earthquake loading [11WCEE]
947Hu QingchangDesign and experimental research of mega-frame structure used for tall residential building [11WCEE]
948Jurukovski Dimitar V. and Bojadziev Metodi Shaking table test of 1/11 scale model of treasury building in Alma Ata, Kazakhstan [11WCEE]
949Durrani Ahmad J. and Haider SarahSeismic response of R/C frames with unreinforced masonry infills [11WCEE]
950Driver R. G., Kulak G L., Kennedy D.J.L. andElwiA. E.Seismic performance of steel plate shear walls based on a large-scale multi-storey test [11WCEE]
951Tokinoya Hiroyoshi, Taniguchi Hidetake, Watanabe K., Tawara Shin, Okuda Yukio and Takahashi Yasuhiko Full-scale tests on cable truss structure under combined axial and transverse loads [11WCEE]
952Asghari A. and Mirghaderi RStudy of moment resistant knee braced frames as an alternative for moment resisting frames with rigid connections [11WCEE]
953Suita Keiichiro, Kohzu Isao and Yasutomi M.The effect of strain rate in restoring force characteristics of steel braced structures under high speed cyclic loadings [11WCEE]
954Tirelli D. and Molina J.F.Dynamic characterization of framed structures based on the formulas for uniform cantilever [11WCEE]
955Elghazouli Ahmed Y. Ductility of frames with semi-rigid connections [11WCEE]
956McMullin Kurt M. and Astaneh-Asl AbolhassanSeismic behavior of semi-rigid moment frames of column tree structures [11WCEE]
957Basha Hisham S. and Goel Subhash CSeismic resistant truss moment frames with ductile Vierendeel segment [11WCEE]
958Prion Helmut G.L. and Rezai K. Mahmoud Damage detection by modal testing [11WCEE]
959Miyama Takafumi, Tanaka Kiyoshi, Meng Linghua, Kato Yasumasa, Hirasawa Mitsuharu and Sasaki MichioStudy on the highly damped building with low-yield-point steel shear panel [11WCEE]
960Ohi Kenichi, Lin Xiaoguang and Nishida Akemi Substructuring pseudo-dynamic test on semi-rigidly jointed steel frames [11WCEE]
961Taskov L. J., Hersacher X. and Hug BShaking table test of key lock systems products of Heerum—Germany under seismic and resonant conditions [11WCEE]
962Cavaleri Liborio and Zingone GAbout vulnerability of masonry structures [11WCEE]
963Kresteva Nina K. and Schiff Scott DEvaluation of the empirical design of low-rise masonry structures [11WCEE]
964Abruzzese D., Como M. and Lanni GThe effects of steel reinforcing in the static analysis of masonry building under horizontal actions [11WCEE]
965Wu Ruifeng and Zhang QianguoMedium and high-rise masonry construction in China—research and application of composite masonry wall system [11WCEE]
966Liu Da-Hai and Yang Cui-Ru Multistory buildings in concentrated reinforced masonry [11WCEE]
967Buccino Fernanda and Vitiello EdmondoSteel anchorages in brick walls: tests and seismic design criteria [11WCEE]
968Chen Degao and Wu Ruifeng A study on the earthquake resistant behavior of composite masonry building supported on frame-shear structure of the first storey [11WCEE]
969Nakamura Susumu, Terada Kunio, Suzuki Tomomi, Soejima Masayuki, Yamaura Yoshihisa, Eto Hiroaki, Tsuda Kazuaki, Takiguchi Katsumi and Akiyama Hiroshi Seismic proving test of concrete containment vessels. Part 1: model tests of a curved shear wall for the PCCV [11WCEE]
970Smirnov Vladimir I. Seismic response multi-layer bearing walls [11WCEE]
971Kabeyasawa T., Ohkubo T. and Nakamura Y.Tests and analyses of hybrid wall systems [11WCEE]
972Kuramoto Hiroshi Seismic resistance of through column type connections for composite RCS systems [11WCEE]
973Seible Frieder, Burgueho Rigoberto, Abdallah Mohamed G. and Nuismer Ralph Development of advanced composite carbon shell systems for concrete columns in seismic zones [11WCEE]
974Ninakawa Toshihiro and Sakino Kenji Inelastic behavior of concrete filled circular steel tubular columns subjected to uniform cyclic bending moment [11WCEE]
975Alostaz YousefM., Schneider Stephen PConnections to concrete-filled tubes [11WCEE]
976Tanaka Yasuo, Ro Younggon, Nakagawa Osamu and Kawahara TakeshiStrengthening of reinforced concrete columns by central reinforcing element [11WCEE]
977Nagashima Toshio and Takiguchi KatsukiSeismic strength of small size steel encased reinforced concrete columns with high strength materials [11WCEE]
978Noguchi Hiroshi and Yonezawa KenjiAnalytical study on the shear performance of steel beam-R/C column connections in hybrid structures [11WCEE]
979Furuta Tomoki and Yamamoto YasutoshiResearch on the new concrete structure reinforced with steel plates [11WCEE]
980lizuka Shin-Ichi and Kasamatsu TeruchikaExperimental study on the seismic resistance of the joints composed of the reinforced concrete columns and steel beams [11WCEE]
981Magaha Rafael A. and Schultz Arturo E.Design and behavior of connections in precast concrete shear walls [11WCEE]
982Mochizuki Makoto, Kuramochi Haruo and Toria TakashiFailure behaviors and strength estimation of PCa«PC framed shear walls [11WCEE]
983Restrepo Jose L and Park Robert Tests on connections typical of low rise precast reinforced concrete buildings in New Zealand New Zealand [11WCEE]
984Adajar Jose C. and Yamaguchi Teruaki New connection method for precast shearwall [11WCEE]
985Bozinovski ZivkoExperimental investigations performed for fragments of large-panel reinforced concrete systems [11WCEE]
986Mochizuki ShigeruExperiment on slip strength of horizontal joint of precast concrete multi-story shear walls [11WCEE]
987Dimitrijevic Radovan LBehaviour of precast shear walls under quasi-dynamic loading model testing results [11WCEE]
988Hayashi Kazuya and Mikame AkihikoStudy on hysteresis behaviors of precast member subasscmblages composed of high- and normal-strength concrete [11WCEE]
989Saqan Elias I., Kreger Michael E. and Zongfan LinEvaluation of ductile precast beam-column connections for seismic resistant buildings [11WCEE]
990Palmieri Lucio and French Catherine E.W.Performance of ductile Connections- in precast concrete frames [11WCEE]
991Menegotto Marco, Monti GiorgioDiaphragm action of precast floors: behavior and modeling [11WCEE]
992Alcantara Primo Allan and Imai HiroshiA study on the performance of a new type of connection in precast concrete columns subjected to shear forces [11WCEE]
993Imai Hiroshi, Hatahira Akitoshi and Sailo KiyoshiSeismic performance of half precast beams with lapping bar splices under shear forces [11WCEE]
994Nakachi Tadaharu, Toda Tetsuo and Tabata KenExperimental study on deformation capacity of reinforced concrete core walls after flexural yielding [11WCEE]
995Hidalgo Pedro A. and Jordan Rodrigo MStrength and energy dissipation characteristics of reinforced concrete walls under shear failure [11WCEE]
996Salonikios T., Tegos /., Kappos A.J. and Penelis GSquat R/C walls under inelastic shear reversals [11WCEE]
997Kimura Hideki and Sugano ShunsukeSeismic behavior of high strength concrete slender wall under high axial load [11WCEE]
998Yabana Shuichi, Kanazawa Kenji, Ohmiya Yukio, Taniguchi Hajime and Kambayashi AtsushiShaking table tests of earthquake resisting walls [11WCEE]
999Imanishi TatsuyaPost-yield behavior of multi-story reinforced concrete shear walls subjected to bilateral deformations under axial loading [11WCEE]
1000Tomazevic Miha, Lutman Marjana, Capuder Franc and Petkovic LjuboSeismic behaviour of R.C shear-walls: an experimental study [11WCEE]