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
1001Sheu Maw-Shyong, Liu Yuh-Wen and Yang Gwo-HauExperimental test and analytical prediction of envelope for RC slitted shear walls [11WCEE]
1002Inoue Norio and Yang KejianDynamic nonlinear analysis of 3-D RC shear wall by finite element method [11WCEE]
1003Joh 0. andShibata T.Anchorage behavior of 90-degree hooked beam bars in reinforced concrete beam-column joints [11WCEE]
1004Hosokawa 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]
1005Giuliano Alejandro, Amado Jorge A., Leiva Miguel A., Garcia Rodolfo D. and Barros Edgar ABond requirements in interior R/C beam-column joints with restricted ductility [11WCEE]
1006Goto Yasuaki and Joh OsamuAn experimental study on shear failure mechanism of RC interior beam-column joints [11WCEE]
1007Shiohara Hitoshi and Oka KohjiAnalysis of reinforced concrete interior beam-to-column joint subassemblage with poor bond subjected to lateral load [11WCEE]
1008Megget Leslie M. and Ingham Jason MThe seismic behaviour of reinforced concrete beam-column knee joints for buildings [11WCEE]
1009Murakami Masahide and Kubota Toshiyuki Mechanical anchorage of main bars in beam-column joints [11WCEE]
1010Zingone G, Mendola L. La and Campione GThe ductility of carbon fibre reinforced concrete joints in seismic areas [11WCEE]
1011Tsonos Aristotle GInfluence of P-A effect and axial force variations on seismic performance of R/C beam—column joints [11WCEE]
1012Mazzoni SilviaExperimental observations on the seismic response of beam-column joints in reinforced concrete double-deck bridge structures [11WCEE]
1013Wallace J.W., Scott W., McConnell S.W. and Gupta PCyclic behavior of RC beam-column joints constructed using conventional and headed reinforcement [11WCEE]
1014Yi Waon-Ho, You Young-Chan and Lee Li-HyungMoving and spreading beam plastic hinging zones for the ductile behavior of high-strength reinforced concrete beam [11WCEE]
1015Kitayama Kazuhiro, Jiang Zhu, Kohyama Kouki and Furuta Tomoki Interaction of bond deterioration along beam bars through R/C interior joints and beams [11WCEE]
1016Ishikawa Yuii and Kimura HidekiExperimental study on seismic behavior of R/C diagonally reinforced short beams [11WCEE]
1017Srinivasa R.P., Sarma B.S., Lakshmanan N. and Stangenberg FSeismic behaviour of laced reinforced concrete beams [11WCEE]
1018Kanakubo Toshiyuki, Fujisawa Masami, Sako Norimichi and Sonobe YasuhisaDuctility of short span RC beams [11WCEE]
1019Inoue Susumu and Egawa Noriaki Flexural and shear behavior of reinforced concrete hollow beams under reversed cyclic loads [11WCEE]
1020Furukawa Jun and Oka Kouji Effect of yield strength ratio of longitudinal reinforcing bar on ductility of R/C beam yield hinge [11WCEE]
1021Shibata Takuji and Goto Yasuaki Shear failure of reinforced concrete beams subjected to diagonal tension [11WCEE]
1022Broderick BrianComparison of the seismic design and response of steel and composite frames [11WCEE]
1023Tegos J. A. and Tsonos Aristotle GPunching strength decay of slab—column connections under seismic loading [11WCEE]
1024Fenwick Richard C, Megget Leslie M. and Wuu Peter Load deflection characteristics of plastic hinges in ductile concrete beams [11WCEE]
1025Taylor Andrew W., El-Bahy Ashraf, Stone William C. and Kunnath Sashi KumarEffect of load path on seismic damage to RC bridge columns [11WCEE]
1026Razvi Salim R. and Saatcioglu MuratConfinement of high-strength concrete columns for seismic applications [11WCEE]
1027Galeota D., Giammatteo MM. and Marino RSeismic resistance of high strength concrete columns [11WCEE]
1028Sugano ShunsukeSeismic behavior of reinforced concrete columns which used ultra-high strength concrete [11WCEE]
1029Yoshimura Manabu and Tsumura KouzouDeformation interaction of RC columns subjected to two-dimensional lateral loading [11WCEE]
1030Cai J. and Suzuki K.An experimental study on reinforced concrete circular columns heavily confined by spiral reinforcement [11WCEE]
1031Shirai Nobuaki, Lejano Bernardo A., Adachi Hiromi and Nakanishi MitsukazuFlexure and shear behavior of high strength reinforced concrete column subjected to high and fluctuating axial load [11WCEE]
1032Hoshikuma 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]
1033Sanchez-Sanchez HDuctility demands of isolated reinforced concrete bridge piers placed in Mexico City [11WCEE]
1034Holla Hisato, Abe Toru and Ando HidekiA study on effectiveness of eccentric arrangement of reinforcement in RC column [11WCEE]
1035Bayrak Oguzhan and Sheikh Shamim AConfinement steel requirements for high strength concrete columns [11WCEE]
1036Ichinose ToshikatsuThree dimensional failure of RC columns in biaxial shear [11WCEE]
1037Ohkubo Masamichi, Eshima Daishuke and Matsuoka TadaoPost yield overstrength of reinforced concrete columns with steel tubes for bar splicing in yield hinge region [11WCEE]
1038Esaki FumiyaReinforcing effect of steel plate hoops on ductility of R/C square column [11WCEE]
1039Tadehara Shin-IchiShear strength of rectangular short reinforced concrete columns with nterraediate reinforcement [11WCEE]
1040Chang Gilberio A., Mander John B., Cedeno Guillermo A. and Dominguez Damaso AFiber-element modeling of the cyclic biaxial behavior of R/C columns [11WCEE]
1041Tehranizadeh Mohsen, Ghafory-Ashtiany Mohsen, Maleki Mehdi and Tiv MehranEffect of semi-rigid [11WCEE]
1042Calado Lids and Castiglioni Carlo ASteel beam-to-column connections under low-cycle fatigue. Experimental and numerical research [11WCEE]
1043Nakashima ShigetoshiResponse of steel column bases embedded shallowly into foundation beams [11WCEE]
1044Rides 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]
1045Mahin Stephen A., Hamburger Ronald 0. and Malley James 0An integrated program to improve the performance of welded steel frame buildings [11WCEE]
1046Sabol Thomas A., Engelhardt Michael D., Aboutaha Riyad S. and Frank Karl H.An overview of the AISC Northridge moment connection test program [11WCEE]
1047Hajjar Jerome F. and Leon Roberto T.Effect of floor slabs on the performance of SMR connections [11WCEE]
1048Kuwamura HitoshiFracture of steel welded joints under severe earthquake motion [11WCEE]
1049Kohzu Isao and Suita KeiichiroSingle or few excursion failure of steel structural joints due to impulsive shocks in the 1995 Hyogoken Nambu earthquake [11WCEE]
1050Uang Chia-Ming and Bondad DuaneDynamic testing of full-scale steel moment connections [11WCEE]
1051Tsai K-Ch. and Chen Ch.-Y.Performance of ductile steel beam-column moment connections [11WCEE]
1052Sugii Kazushige and Yamada MinoruSteel panel shear walls, with and without concrete covering [11WCEE]
1053Tanaka Atsuo, Masuda Hiroshi and ho AkiyoshiStatical characteristics of WF beam to RHS column connections using vertical stiffeners [11WCEE]
1054Anderson James C, Johnston Roy G. and Partridge James E.Testing of damaged steel moment connections [11WCEE]
1055Nakagawa Satoshi, Kihara Hiromi, Torii Shingo, Iwata Mamoru, Nakata Yasiihiro, Fujisawa Kazuyoshi and Fukuda KojiHysteretic behavior of low yield strength steel panel shear wall—experimental investigation [11WCEE]
1056Sarraf Majid and Bruneau MichelModeling and behavior of riveted stiffened seat angle connections [11WCEE]
1057Popov Egor P. and Blondet MarcialBehavior of large steel beam-column connections [11WCEE]
1058Aguilar G., Meli R., Diaz R. and Vdzquez-del-Mercado RInfluence of horizontal reinforcement on the behavior of confined masonry walls [11WCEE]
1059Ghafory-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]
1060Schultz Arturo E.Seismic resistance of partially-grouted masonry shear walls [11WCEE]
1061liba Masanori, Mizuno Hatsukazu, Goto Tetsuro and Kato HirotoShaking table lest on seismic performance of confined masonry wall [11WCEE]
1062Bariola Juan J. and Delgado Carlos Design of confined masonry walls under lateral loading [11WCEE]
1063Tsai Wan-Tswan, Sheu Maw-Shyong and Lin Cheng-WeiExperimental test and analytical prediction of envelopes for brick walls with openings and boundary R.C. frames [11WCEE]
1064Yoshimura Koji, Kikuchi Kenji, Okamoto Takeshi and Sanchez A. TomasEffect of vertical and horizontal wall reinforcement on seismic behavior of confined masonry walls [11WCEE]
1065Alvarez Sereno Jose de JesusSome topics on the seismic behavior of confined masonry structures [11WCEE]
1066Gao Xiaowang, Bo Tinghui and Zong ZhihuanExperimental research of framed low-rise shear wall with vertical seams [11WCEE]
1067Michelini Rufino J., Maldonado Noemi and Olivencia LuisExperimental analysis referred to inclusion of masonry into reinforced concrete frames [11WCEE]
1068Castellani A., Berra M., Ciccotelli S., Cownelli DDuctility of concrete after decades: preliminary research activity [11WCEE]
1069Caballero 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]
1070Huang Yi Hua, Onishi Yuichiro and Hayashi KenichiInelastic behavior of high-strength steels with weld connections under cyclic gradient stress [11WCEE]
1071Morita Shiro and Shiohara HiioshiDevelopment of high strength mild steel deformed bars for high performance reinforced concrete structural members [11WCEE]
1072Nakamura Yuji, Matsuzaki Yasuhiro, Sakuta Yukihiro, Kobayashi K. and Ichijou YuzouFlare-bevel-groove welding method for reinforcing bars and steel plates in mixed structural system [11WCEE]
1073Udagawa Kuniaki, Yamada Takao and Yasin AnwerUltimate tensile strength of 780MPa-grade high-quality steel plates jointed with high-strength bolts [11WCEE]
1074Suzuki HideyoDevelopment of extrinsic optical fiber sensors for seismic measuring [11WCEE]
1075Ichihashi Shigekatsu, Sakata Hiroyasu, Gunji Masahiro and Nishio HirotoHybrid and parallel static elastic-plastic stress analysis combined with partial actual experiment [11WCEE]
1076Espinosa-A J. M., Maldonado S. C. and Kassawara R. PSeismic instrumentation of power and industrial facilities in Mexico [11WCEE]
1077Inostroza M., Garcia A. G. and Cordova J. LA digital accelerograph recording system for instrumenting structures [11WCEE]
1078Zavala Carlos, Ohi Kenichi and Takanashi KoichNeuro-hybrid substructuring on-line test on moment resistant frames [11WCEE]
1079Molina J. F., Gutierrez E., Magonette G. and Verzeletti GPseudo-dynamic tests of a base-isolated steel frame [11WCEE]
1080Ventura Carlos E., Latendresse Vincent, Nichol Howard R., Thausher Robert C and Stroud Richard CMulti-axis control system for shake-table [11WCEE]
1081Genatios Carlos and Lafuente MarianelaComputational system for the essay simulation in modal experimental dynamics [11WCEE]
1082Thoen Bradford K., Rood Joel, Tremblay Robert and Filiatrault AndreA second generation earthquake simulation system in Canada: description and performance [11WCEE]
1083Shimosaka Haruo, Arakawa Toshiharu, Abe Naoto and Watanabe KotaroIsolation table composed of circular arc beam and magnetic damping [11WCEE]
1084Horiuchi Toshihiko. Nakagawa Masaki, Sugano Masaharu and Konno Takao Development of a real-time hybrid experimental system with actuator delay compensation [11WCEE]
1085Kanda Makoto, Shirai Nobuaki and Motoki MinoraNumerical algorithm for substructure on-line computer testing [11WCEE]
1086MurcekJ., Shield Carol K., French Catherine E.W. and Clark Allen J.Effective force seismic simulation for the earthquake engineering laboratory [11WCEE]
1087Takanashi Koichi, Lin Xiaoguang and Lee S.JSubstructuring on-line test on industrial buildings [11WCEE]
1088Rodriguez-Ordonez Jorge ASWV resolution of SASW tests [11WCEE]
1089Zeghal Mourad, Elgamal Ahmed-W. and Parra Ender Analyses of site liquefaction using downhole array seismic records [11WCEE]
1090Auvinet Gabriel, Pecker Alain and Salengon JeanSeismic bearing capacity of shallow foundations in Mexico City during the 1985 Michoacan earthquake [11WCEE]
1091Yasuhara Kazuya, Murakami Satoshi and Toyota NoriyukiEarthquake-induced residual settlements in soft soils [11WCEE]
1092Qureshi Sohail M. and Masood TahirSoft soil response of a bridge pier [11WCEE]
1093Nagataki Yoshiaki, Aoshima Kazuki, Hashizume Hisayoshi and Morita KojiExperimental study on ultimate horizontal strength of buildings supported by piles [11WCEE]
1094Imamura A., Hijikata K., Tomii Y., Nakai S. and Hasegawa MAn experimental study on nonlinear pile-soil interaction based on forced vibration tests of a single pile and a pile group [11WCEE]
1095Miyata Masafumi, Iai Susumu and Matsunaga YasuoEstimation of differential settlements due to liquefaction [11WCEE]
1096Pradhan Tej B.S., Dam Loan T.K. and Shiokawa MSettlement analysis of clay deposit induced by earthquake motion [11WCEE]
1097Prakash Shamsher, Kumar S. and Sreerama KPile-soil-pile interaction effects under earthquake loadings [11WCEE]
1098Hirai 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]
1099Soydemir Cetin and Ozkan M. YenerLiquefaction criteria for the Western Anatolia-Turkish Aegean region [11WCEE]
1100Sato Hiroshi, Honda Mitsuhiko and Yoshisako KazuoModel centrifuge tests on liquefaction-induced ground displacement [11WCEE]