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