1001 | Sheu Maw-Shyong, Liu Yuh-Wen and Yang Gwo-Hau | Experimental test and analytical prediction of envelope for RC slitted shear walls [11WCEE] |
1002 | Inoue Norio and Yang Kejian | Dynamic nonlinear analysis of 3-D RC shear wall by finite element method [11WCEE] |
1003 | Joh 0. andShibata T. | Anchorage behavior of 90-degree hooked beam bars in reinforced concrete beam-column joints [11WCEE] |
1004 | Hosokawa Yoji, Sakuta Yukihiro, Hirota Yuji, Koto Shinji, Matsuzaki Yasuhiro and Hashimoto I. | Strength and stiffness of reinforced concrete beam-column joints with welded joints for reinforcing bars of beam and steel plates [11WCEE] |
1005 | Giuliano Alejandro, Amado Jorge A., Leiva Miguel A., Garcia Rodolfo D. and Barros Edgar A | Bond requirements in interior R/C beam-column joints with restricted ductility [11WCEE] |
1006 | Goto Yasuaki and Joh Osamu | An experimental study on shear failure mechanism of RC interior beam-column joints [11WCEE] |
1007 | Shiohara Hitoshi and Oka Kohji | Analysis of reinforced concrete interior beam-to-column joint subassemblage with poor bond subjected to lateral load [11WCEE] |
1008 | Megget Leslie M. and Ingham Jason M | The seismic behaviour of reinforced concrete beam-column knee joints for buildings [11WCEE] |
1009 | Murakami Masahide and Kubota Toshiyuki | Mechanical anchorage of main bars in beam-column joints [11WCEE] |
1010 | Zingone G, Mendola L. La and Campione G | The ductility of carbon fibre reinforced concrete joints in seismic areas [11WCEE] |
1011 | Tsonos Aristotle G | Influence of P-A effect and axial force variations on seismic performance of R/C beam—column joints [11WCEE] |
1012 | Mazzoni Silvia | Experimental observations on the seismic response of beam-column joints in reinforced concrete double-deck bridge structures [11WCEE] |
1013 | Wallace J.W., Scott W., McConnell S.W. and Gupta P | Cyclic behavior of RC beam-column joints constructed using conventional and headed reinforcement [11WCEE] |
1014 | Yi Waon-Ho, You Young-Chan and Lee Li-Hyung | Moving and spreading beam plastic hinging zones for the ductile behavior of high-strength reinforced concrete beam [11WCEE] |
1015 | Kitayama Kazuhiro, Jiang Zhu, Kohyama Kouki and Furuta Tomoki | Interaction of bond deterioration along beam bars through R/C interior joints and beams [11WCEE] |
1016 | Ishikawa Yuii and Kimura Hideki | Experimental study on seismic behavior of R/C diagonally reinforced short beams [11WCEE] |
1017 | Srinivasa R.P., Sarma B.S., Lakshmanan N. and Stangenberg F | Seismic behaviour of laced reinforced concrete beams [11WCEE] |
1018 | Kanakubo Toshiyuki, Fujisawa Masami, Sako Norimichi and Sonobe Yasuhisa | Ductility of short span RC beams [11WCEE] |
1019 | Inoue Susumu and Egawa Noriaki | Flexural and shear behavior of reinforced concrete hollow beams under reversed cyclic loads [11WCEE] |
1020 | Furukawa Jun and Oka Kouji | Effect of yield strength ratio of longitudinal reinforcing bar on ductility of R/C beam yield hinge [11WCEE] |
1021 | Shibata Takuji and Goto Yasuaki | Shear failure of reinforced concrete beams subjected to diagonal tension [11WCEE] |
1022 | Broderick Brian | Comparison of the seismic design and response of steel and composite frames [11WCEE] |
1023 | Tegos J. A. and Tsonos Aristotle G | Punching strength decay of slab—column connections under seismic loading [11WCEE] |
1024 | Fenwick Richard C, Megget Leslie M. and Wuu Peter | Load deflection characteristics of plastic hinges in ductile concrete beams [11WCEE] |
1025 | Taylor Andrew W., El-Bahy Ashraf, Stone William C. and Kunnath Sashi Kumar | Effect of load path on seismic damage to RC bridge columns [11WCEE] |
1026 | Razvi Salim R. and Saatcioglu Murat | Confinement of high-strength concrete columns for seismic applications [11WCEE] |
1027 | Galeota D., Giammatteo MM. and Marino R | Seismic resistance of high strength concrete columns [11WCEE] |
1028 | Sugano Shunsuke | Seismic behavior of reinforced concrete columns which used ultra-high strength concrete [11WCEE] |
1029 | Yoshimura Manabu and Tsumura Kouzou | Deformation interaction of RC columns subjected to two-dimensional lateral loading [11WCEE] |
1030 | Cai J. and Suzuki K. | An experimental study on reinforced concrete circular columns heavily confined by spiral reinforcement [11WCEE] |
1031 | Shirai Nobuaki, Lejano Bernardo A., Adachi Hiromi and Nakanishi Mitsukazu | Flexure and shear behavior of high strength reinforced concrete column subjected to high and fluctuating axial load [11WCEE] |
1032 | Hoshikuma Jun-Ichi, Kawashima Kazuhiko, Nagaya Kazuhiro and Taylor Andrew W. | A model of confinement effect on stress-strain relation of reinforced concrete columns for seismic design [11WCEE] |
1033 | Sanchez-Sanchez H | Ductility demands of isolated reinforced concrete bridge piers placed in Mexico City [11WCEE] |
1034 | Holla Hisato, Abe Toru and Ando Hideki | A study on effectiveness of eccentric arrangement of reinforcement in RC column [11WCEE] |
1035 | Bayrak Oguzhan and Sheikh Shamim A | Confinement steel requirements for high strength concrete columns [11WCEE] |
1036 | Ichinose Toshikatsu | Three dimensional failure of RC columns in biaxial shear [11WCEE] |
1037 | Ohkubo Masamichi, Eshima Daishuke and Matsuoka Tadao | Post yield overstrength of reinforced concrete columns with steel tubes for bar splicing in yield hinge region [11WCEE] |
1038 | Esaki Fumiya | Reinforcing effect of steel plate hoops on ductility of R/C square column [11WCEE] |
1039 | Tadehara Shin-Ichi | Shear strength of rectangular short reinforced concrete columns with nterraediate reinforcement [11WCEE] |
1040 | Chang Gilberio A., Mander John B., Cedeno Guillermo A. and Dominguez Damaso A | Fiber-element modeling of the cyclic biaxial behavior of R/C columns [11WCEE] |
1041 | Tehranizadeh Mohsen, Ghafory-Ashtiany Mohsen, Maleki Mehdi and Tiv Mehran | Effect of semi-rigid [11WCEE] |
1042 | Calado Lids and Castiglioni Carlo A | Steel beam-to-column connections under low-cycle fatigue. Experimental and numerical research [11WCEE] |
1043 | Nakashima Shigetoshi | Response of steel column bases embedded shallowly into foundation beams [11WCEE] |
1044 | Rides James M., Lu Le-Wu, Sooi Took K., Vermaas Garry W. and Graham Jr.W.W. | Experimental performance of moment connections in CFT column-WF beam structural systems under seismic loading [11WCEE] |
1045 | Mahin Stephen A., Hamburger Ronald 0. and Malley James 0 | An integrated program to improve the performance of welded steel frame buildings [11WCEE] |
1046 | Sabol Thomas A., Engelhardt Michael D., Aboutaha Riyad S. and Frank Karl H. | An overview of the AISC Northridge moment connection test program [11WCEE] |
1047 | Hajjar Jerome F. and Leon Roberto T. | Effect of floor slabs on the performance of SMR connections [11WCEE] |
1048 | Kuwamura Hitoshi | Fracture of steel welded joints under severe earthquake motion [11WCEE] |
1049 | Kohzu Isao and Suita Keiichiro | Single or few excursion failure of steel structural joints due to impulsive shocks in the 1995 Hyogoken Nambu earthquake [11WCEE] |
1050 | Uang Chia-Ming and Bondad Duane | Dynamic testing of full-scale steel moment connections [11WCEE] |
1051 | Tsai K-Ch. and Chen Ch.-Y. | Performance of ductile steel beam-column moment connections [11WCEE] |
1052 | Sugii Kazushige and Yamada Minoru | Steel panel shear walls, with and without concrete covering [11WCEE] |
1053 | Tanaka Atsuo, Masuda Hiroshi and ho Akiyoshi | Statical characteristics of WF beam to RHS column connections using vertical stiffeners [11WCEE] |
1054 | Anderson James C, Johnston Roy G. and Partridge James E. | Testing of damaged steel moment connections [11WCEE] |
1055 | Nakagawa Satoshi, Kihara Hiromi, Torii Shingo, Iwata Mamoru, Nakata Yasiihiro, Fujisawa Kazuyoshi and Fukuda Koji | Hysteretic behavior of low yield strength steel panel shear wall—experimental investigation [11WCEE] |
1056 | Sarraf Majid and Bruneau Michel | Modeling and behavior of riveted stiffened seat angle connections [11WCEE] |
1057 | Popov Egor P. and Blondet Marcial | Behavior of large steel beam-column connections [11WCEE] |
1058 | Aguilar G., Meli R., Diaz R. and Vdzquez-del-Mercado R | Influence of horizontal reinforcement on the behavior of confined masonry walls [11WCEE] |
1059 | Ghafory-Ashtiany Mohsen, Tiv Mehran, Mahmoud-Abadi Masoud and Tehranizadeh Mohsen | Parameter identification of jack-arch masonry floors using forced vibration test of 1/2-scale model of a 4-story steel structure [11WCEE] |
1060 | Schultz Arturo E. | Seismic resistance of partially-grouted masonry shear walls [11WCEE] |
1061 | liba Masanori, Mizuno Hatsukazu, Goto Tetsuro and Kato Hiroto | Shaking table lest on seismic performance of confined masonry wall [11WCEE] |
1062 | Bariola Juan J. and Delgado Carlos | Design of confined masonry walls under lateral loading [11WCEE] |
1063 | Tsai Wan-Tswan, Sheu Maw-Shyong and Lin Cheng-Wei | Experimental test and analytical prediction of envelopes for brick walls with openings and boundary R.C. frames [11WCEE] |
1064 | Yoshimura Koji, Kikuchi Kenji, Okamoto Takeshi and Sanchez A. Tomas | Effect of vertical and horizontal wall reinforcement on seismic behavior of confined masonry walls [11WCEE] |
1065 | Alvarez Sereno Jose de Jesus | Some topics on the seismic behavior of confined masonry structures [11WCEE] |
1066 | Gao Xiaowang, Bo Tinghui and Zong Zhihuan | Experimental research of framed low-rise shear wall with vertical seams [11WCEE] |
1067 | Michelini Rufino J., Maldonado Noemi and Olivencia Luis | Experimental analysis referred to inclusion of masonry into reinforced concrete frames [11WCEE] |
1068 | Castellani A., Berra M., Ciccotelli S., Cownelli D | Ductility of concrete after decades: preliminary research activity [11WCEE] |
1069 | Caballero Badillo Carlos, Hernandez J- B. and Castano V. | Masa-Roca: a new Mexican comppsite material that could change the construction industry of the third millennium [11WCEE] |
1070 | Huang Yi Hua, Onishi Yuichiro and Hayashi Kenichi | Inelastic behavior of high-strength steels with weld connections under cyclic gradient stress [11WCEE] |
1071 | Morita Shiro and Shiohara Hiioshi | Development of high strength mild steel deformed bars for high performance reinforced concrete structural members [11WCEE] |
1072 | Nakamura Yuji, Matsuzaki Yasuhiro, Sakuta Yukihiro, Kobayashi K. and Ichijou Yuzou | Flare-bevel-groove welding method for reinforcing bars and steel plates in mixed structural system [11WCEE] |
1073 | Udagawa Kuniaki, Yamada Takao and Yasin Anwer | Ultimate tensile strength of 780MPa-grade high-quality steel plates jointed with high-strength bolts [11WCEE] |
1074 | Suzuki Hideyo | Development of extrinsic optical fiber sensors for seismic measuring [11WCEE] |
1075 | Ichihashi Shigekatsu, Sakata Hiroyasu, Gunji Masahiro and Nishio Hiroto | Hybrid and parallel static elastic-plastic stress analysis combined with partial actual experiment [11WCEE] |
1076 | Espinosa-A J. M., Maldonado S. C. and Kassawara R. P | Seismic instrumentation of power and industrial facilities in Mexico [11WCEE] |
1077 | Inostroza M., Garcia A. G. and Cordova J. L | A digital accelerograph recording system for instrumenting structures [11WCEE] |
1078 | Zavala Carlos, Ohi Kenichi and Takanashi Koich | Neuro-hybrid substructuring on-line test on moment resistant frames [11WCEE] |
1079 | Molina J. F., Gutierrez E., Magonette G. and Verzeletti G | Pseudo-dynamic tests of a base-isolated steel frame [11WCEE] |
1080 | Ventura Carlos E., Latendresse Vincent, Nichol Howard R., Thausher Robert C and Stroud Richard C | Multi-axis control system for shake-table [11WCEE] |
1081 | Genatios Carlos and Lafuente Marianela | Computational system for the essay simulation in modal experimental dynamics [11WCEE] |
1082 | Thoen Bradford K., Rood Joel, Tremblay Robert and Filiatrault Andre | A second generation earthquake simulation system in Canada: description and performance [11WCEE] |
1083 | Shimosaka Haruo, Arakawa Toshiharu, Abe Naoto and Watanabe Kotaro | Isolation table composed of circular arc beam and magnetic damping [11WCEE] |
1084 | Horiuchi Toshihiko. Nakagawa Masaki, Sugano Masaharu and Konno Takao | Development of a real-time hybrid experimental system with actuator delay compensation [11WCEE] |
1085 | Kanda Makoto, Shirai Nobuaki and Motoki Minora | Numerical algorithm for substructure on-line computer testing [11WCEE] |
1086 | MurcekJ., Shield Carol K., French Catherine E.W. and Clark Allen J. | Effective force seismic simulation for the earthquake engineering laboratory [11WCEE] |
1087 | Takanashi Koichi, Lin Xiaoguang and Lee S.J | Substructuring on-line test on industrial buildings [11WCEE] |
1088 | Rodriguez-Ordonez Jorge A | SWV resolution of SASW tests [11WCEE] |
1089 | Zeghal Mourad, Elgamal Ahmed-W. and Parra Ender | Analyses of site liquefaction using downhole array seismic records [11WCEE] |
1090 | Auvinet Gabriel, Pecker Alain and Salengon Jean | Seismic bearing capacity of shallow foundations in Mexico City during the 1985 Michoacan earthquake [11WCEE] |
1091 | Yasuhara Kazuya, Murakami Satoshi and Toyota Noriyuki | Earthquake-induced residual settlements in soft soils [11WCEE] |
1092 | Qureshi Sohail M. and Masood Tahir | Soft soil response of a bridge pier [11WCEE] |
1093 | Nagataki Yoshiaki, Aoshima Kazuki, Hashizume Hisayoshi and Morita Koji | Experimental study on ultimate horizontal strength of buildings supported by piles [11WCEE] |
1094 | Imamura A., Hijikata K., Tomii Y., Nakai S. and Hasegawa M | An experimental study on nonlinear pile-soil interaction based on forced vibration tests of a single pile and a pile group [11WCEE] |
1095 | Miyata Masafumi, Iai Susumu and Matsunaga Yasuo | Estimation of differential settlements due to liquefaction [11WCEE] |
1096 | Pradhan Tej B.S., Dam Loan T.K. and Shiokawa M | Settlement analysis of clay deposit induced by earthquake motion [11WCEE] |
1097 | Prakash Shamsher, Kumar S. and Sreerama K | Pile-soil-pile interaction effects under earthquake loadings [11WCEE] |
1098 | Hirai Y., Kahurai M., Maruoka M., Yamashita K., Aoki M. and Matano H. | Investigation of spread foundations on liquefied reclaimed ground after the 1995 Hyogo-ken-Nanbu earthquake [11WCEE] |
1099 | Soydemir Cetin and Ozkan M. Yener | Liquefaction criteria for the Western Anatolia-Turkish Aegean region [11WCEE] |
1100 | Sato Hiroshi, Honda Mitsuhiko and Yoshisako Kazuo | Model centrifuge tests on liquefaction-induced ground displacement [11WCEE] |