Proceedings of the World Conference on Earthquake Engineering

Article details


Showing 22034 total records

Sr. No.AuthorTitle
19501Oldecop Luciano A., Zabala Francisco and Almazdn Gdrate Jose LShaking table test on small prototype of soil retaining wall [11WCEE]
19502Futaki Mikio, Ogawa Nobuyuki, Sato Masahiro, Kumada T. and Natsume S.Experiments about seismic performance of reinforced earth retaining wall [11WCEE]
19503Onimaru Sadatomo, Sugimoto Michio, Ohmiya Yukio, Sugawara Yoshitsugu and Ogihara MikiObservation and numerical simulation of dynamic earth pressure [11WCEE]
19504Togashi Katsuo, Kitagawa Youichi, Kawamura Hideki andAndo Kenichi Preliminary assessment on dynamic interaction of deeply buried nuclear power buildings [11WCEE]
19505Fukushima Kenichi, Izumi Hiromitu and Miura FusanoriThe effect of embedment of large-scaled structures on the stability against sliding during strong earthquake motions [11WCEE]
19506Horiguchi T., Karkee M. B., Sakai T. and Kishida HInvestigative assessment of the drilled shafts installed shortly before the southern Hyogo-ken (Kobe) earthquake of January 17, 1995 [11WCEE]
19507Kishishita Takahiro and Saito EturoDynamic response on a underground structure in partially liquefied ground [11WCEE]
19508RafiaiAliRInvestigation of earthquake effect on buried box culverts [11WCEE]
19509Shimomura Yukio and Ikeda YoshioA simplified seismic response analysis of an embedded cylindrical structure [11WCEE]
19510Tyapin Alexander GThe influence of the embedment depth on the seismic response of heavy rigid structures [11WCEE]
19511Perez-Rocha Luis and Aviles JavierNon-linear response of soil-structure systems [11WCEE]
19512Aviles Javier and Perez-Rocha LuisKinematic interaction effects on the effective parameters of soil-structure systems [11WCEE]
19513Safina SalvadorRelationship soil-structure upon fundamental dynamics properties of ordinary buildings [11WCEE]
19514Ueshima Teruyuki and Okano HajimeFurther investigation on seismic response of soil and embedded structure in Hualien LSST program [11WCEE]
19515Mendoza Manuel and Romo MiguelGeoseismic instrumentation of a friction pile-box foundation [11WCEE]
19516Takemiya Hirokazu and Kishida KentaroSeismic response of Shinkan-Sen/express highway viaducts during Hyogo-ken Nanbu earthquake, 1995 [11WCEE]
19517Finn W. D. Liam andWuGNonlinear seismic analysis of pile foundations [11WCEE]
19518Sato Hideto, Kouda Makoto and Yamashita ToshioStudy on nonlinear dynamic analysis method of pile subjected to ground motion part 2: comparision between theory and experiment [11WCEE]
19519Degrande Geert and Aubry DenisApplication of a subdomain approach to dynamic sheet pile soil interaction [11WCEE]
19520Sudrez Martha M. and Sdnchez-Sesma F. J. Response of non-axisymmetrical foundations subjected to dynamic excitation [11WCEE]
19521Fukutake Kiyoshi, Ohtsuki Akira and Yoshimi YoshiakiAnalytical evaluation of reducing stress in piles with soil cement improvement [11WCEE]
19522Pender Michael J. and Pranjoto SatyawanGapping effects during cyclic lateral loading of piles in clay [11WCEE]
19523Yoshida Kazuhiro, Nakai S., Matsumoto Hisashi and Sugiyama Tatsuya3-Dimensional simulation analyses of forced vibration test at Hualien [11WCEE]
19524Fukuwa Nobuo and Ghannad M. Ali Soil-structure interaction effect on the eigenproperties of structure [11WCEE]
19525McKenzie Nathan P. and Pender Michael J.Representantive shear modulus for shallow foundation seismic soil-structure interaction [11WCEE]
19526Bandyopadhyay Somnath and Prakash Shamsher Accelerogram for earthquake resistant design of pile supported structure [11WCEE]
19527Han Y.C. and Cathro DerekSeismic response of nonlinear soil-pile system [11WCEE]
19528Mejia Lelio H., Ridlen Paul W. and Harrington Laurel Soil-structure interaction effects on dynamic response of morning glory spillway [11WCEE]
19529Miyasaka T., Itou K, Kasahara H., Matumoto T., Matsuki Y., Takano K. and Hirata DStudy on the effectiveness of the high ductility aseismic joint spliced piles subjected to liquefaction-induced large ground displacements [11WCEE]
19530Miura Fusanori and Ishihara TetsuyaDynamic response of pile foundation taking into account 3-dimensional interaction with superstructure and ground [11WCEE]
19531Koyama Keisuke, Masuda Akira, Yagishita Fumio and Tomii Y.Seismic response analysis of thermal power plant supported by a large number of piles [11WCEE]
19532Hijikata K, Imamura Akira, Yagishita Fumio and Koyama KeisukeA study on the practical methods for group factor of piles [11WCEE]
19533Fujii Shunji, Funahara H. and Yamaguchi JunkoNumerical analysis of damaged piles due to soil liquefaction during Hyogoken-Nanbu earthquake [11WCEE]
19534Kurimoto Osamu and Iguchi MichioEvaluation of foundation input motions based on observed seismic motions [11WCEE]
19535Nozoe Hisashi Simple method for axial and lateral impendances of pile groups [11WCEE]
19536Kuroda KinyaStatistical investigation of dynamic behavior of braced frame-foundation systems during severe earthquakes [11WCEE]
19537Balan Stefan FlorinThe influence of the soil modeling upon the dynamic (seismic) response of the soil-structure system [11WCEE]
19538Paronesso Antonio and Wolf John PProperty matrices identification of unbounded medium from unit-impulse response functions using Legendre polynomials [11WCEE]
19539Baba Kensuke, Park Kiyeon and Ogawa Noriyoshi Soil-structure interaction systems on the base of the ground impedance functions formed into a chain of impulses along the time axis [11WCEE]
19540Luo Xiu, Konagai Kazuo, Noorzad Assadollah and Nogami ToyoakiSimplified time-domain expressions for porous soil—structure interaction [11WCEE]
19541Urrutia-Galicia J, L., Arroyo Contreras M. and Vazquez Lorenzana C."Soil-structure-half space" model for the dynamic analysis of structures [11WCEE]
19542Savidis Stavros, Faust Bernliard and Sarfeld Willi AThree-dimensional interaction between structures on layered soil under seismic excitation [11WCEE]
19543ParkashS. andSinghalN.C.Soil-structure interaction effect on seismic response of containment shell [11WCEE]
19544Chuhan Zhang, Feng Jin and Guanglun WangSeismic interaction between arch dam and rock canyon [11WCEE]
19545Faccioli Ezio V., Paolucci Roberto and Vanini ManuelaStudies of site response and soil-structure interaction effects in a tall building in Mexico City [11WCEE]
19546Men Fu-Lu and Cui JieA simplified reasoning of rigidity effect of foundation soil on seismic damage to building [11WCEE]
19547Yoshida NagayukiImpulse function of dynamic stiffness of soil [11WCEE]
19548Behnamfar Farhad and Kurita SatoshiComparison between effects of body and surface waves on torsionaliy coupled soil-structure systems [11WCEE]
19549Suto FukuzoOn a completely associated response system of the upper structure-basement-soil strata below [11WCEE]
19550Wolf John P. and Song ChongminFinite-element modelling of unbounded media [11WCEE]
19551Stepanov A. Y.Identification of dynamic parameters of a construction modelling the behaviour of a structure with disengaging braces [11WCEE]
19552Villemure Isabelle and Sexsmith Robert GStructural identification by impact testing [11WCEE]
19553Meli R. and Faccioli Ezio V. Seismic instrumentation of a tall building in Mexico City [11WCEE]
19554Salgado Alberto and Esteva LuisSystem identification and response prediction of nonlinear structural systems [11WCEE]
19555Huang Zong-Ming, Bai Shao-Liang and Lai MingIdentification of damping of structures in inelastic range [11WCEE]
19556Heredia-Zavoni ErnestoOptimal instrumentation of structural systems [11WCEE]
19557Vestroni Fabrizio, Beolchini Giovanni C., Antonacci Elena and Modena ClaudioIdentification of dynamic characteristics of masonry buildings from forced vibration tests [11WCEE]
19558Chiostrini Sandro and Vignoli Andrea Ultimate strength evaluation of unreinforced masonry buildings via numerical simulations [11WCEE]
19559Kondo Ippei and Hamamoto Takuji Seismic damage detection of multi-story buildings using vibration monitoring [11WCEE]
19560Nishitani Akira, Yamada Nariyasu and Yamada SeijiStructural system identification with active mass damper used for providing input excitation [11WCEE]
19561Bell Darrin K. and Davidson Barry J.Response identification of the Pacoima dam for the 1994 Northridge earthquake [11WCEE]
19562Naito Yukio and Ishibashi TosihisaIdentification of structural systems from microtremors and accuracy factors [11WCEE]
19563Muria-Vila David and Gonzdlez-Alcorta RSeismic response of a tall building in Mexico City [11WCEE]
19564Sawada Tsutomu, Rata Kazuki and Tsujihara OsamuA localized identification of MDOF structures by extended Kalman filter considering noises in input motion records [11WCEE]
19565Loh Chin-Hsiung and Duh Gin-Yun Frequency domain and time domain dentification on nonlinear structural system [11WCEE]
19566Zhang Chuan, Lai Ming and Fu JianpingSeismic response and system identification of a one-tenth scale model of a seven-story RC frame-wall building subjected to major earthquakes [11WCEE]
19567Tan R.Y. and Liu H. System identification of a long-span bridge [11WCEE]
19568Sone Akira, Yamamoto Shizuo, Masuda Arata and Nakaoka AkiraHealth monitoring system of building by using wavelet analysis [11WCEE]
19569Augenti Nicola and Clemente PaoloSeismic test of the new lawcourt in Naples [11WCEE]
19570Rodriguez- Cuevas Neftali Torsional response of structures under seismic motion [11WCEE]
19571Durdn RobertoNonstationary seismic response of an instrumented five-story precast reinforced concrete building [11WCEE]
19572Saito Yoshihito and Hoshiya Masaru Identification of M, C and K of a multiple degree of freedom system [11WCEE]
19573Bonilla Ricardo and Safina Salvador Seismic response analysis in a prefabricated 17-story residential building [11WCEE]
19574Lo Robert C, Henderson Paul W., Morrison K. Ian and Finn W.D. LiamSeismic geotechnical considerations—an overview [11WCEE]
19575Sawai Nobuyoshi, Tanaka Mikio, Kobori Ryuji, Kusakabe Kaoru, Konoue Norifumi and Nakamura MitsuruResponse of a 25-story SRC residential building during the Hyogo-ken Nanbu earthquake [11WCEE]
19576Naeim Farzad Performance analysis of a damaged 11 story steel moment frame building during the 1994 Northridge earthquake [11WCEE]
19577Tomisima Seiji, Udagawa Kimio, Shimizu T. and Sato Akiyoshi Investigation of a brick masonry completed in 1895 [11WCEE]
19578Nagao Tadaharu, Takahashi Hiroshi, Nishikawa Koji and Aral MasakoA case study on the collapse of a 7-storey SRC-building due to the 1995 Hyogoken-Nanbu earthquake [11WCEE]
19579Dan Kazuo, Kikuchi Masaru, Tanaka Hideo and Yashiro KazuhikoDynamic response analysis of reinforced concrete buildings damaged in the 1993 Kushiro-oki earthquake of MJMA 7.8 in Japan—did the buildings behave as we had expected? [11WCEE]
19580Astaneh-Asl Abolhassan, Modjtahedi D., McMullin Kurt M. and DAmore EnzoSeismic safety of damaged welded steel moment frames [11WCEE]
19581Wood Sharon L., Stanton John and Hawkins Neil M.Evaluation of parking garage response during the 1994 Northridge earthquake [11WCEE]
19582Tasai Akira, Tobita Jun and Hisano MasayoshiResponse of reinforced concrete buildings due to 1993 Kushiro-oki earthquake [11WCEE]
19583Boroschek Ruben L. and Yahez Fernando V.Correlation of code design recommendations for building with structural walls based on observation of actual earthquake response records [11WCEE]
19584Ohashi Yoshimitsu and Sakamoto Isao Seismic performance of wooden detached houses subjected to the 1995 Hyogo-ken Nanbu earthquake [11WCEE]
19585Bogndr LdszloExperimental investigation of the significance of the P-delta effect for randomly excited steel columns [11WCEE]
19586Vassallo LinoInelastic response study of reinforced concrete structures under dynamic actions [11WCEE]
19587Huang Sampson, Lobo Roy F., Jain Anurag and Winkle Matthew Van Earthquake response of strengthened steel special moment resisting frames [11WCEE]
19588Haldar Achintya and Reyes Salazar AlfredoDuctility evaluation of steel frames with PR connections [11WCEE]
19589Bondy K. DirkA more accurate method for determining inelastic moment demands on seismic moment frame columns [11WCEE]
19590Arede A. and Pinto A.V.Performance of R/C buildings designed for different ductility classes [11WCEE]
19591MilicevicG. Milic, Zdravkovic Slavko, FolicRadomir and Zlatkov M. DraganTheoretical basis and dynamic design of the systems with semirigid connections of members with joints [11WCEE]
19592ZdravkovicSlavko, MilicevicG. Milic, FolicRadomir andZlatkov M. DraganSignificance and part of elastic connections of members with joints in earthquake engineering [11WCEE]
19593Lenta PNon linear behaviour of masonry buildings under seismic actions [11WCEE]
19594Mosalam Khalid M., Gergely Peter, White Richard N. and Ayala A. GEffect of geometrical configuration on the seismic response of infilled frames [11WCEE]
19595Matsushima Yutaka and Myslimaj BujarA comparison between nonlinear responses of structures subjected to 1995 Hyogo-ken-Nanbu earthquake and 1993 Kushiro-oki earthquake [11WCEE]
19596Bento RitaCollapse assessment of irregular structures based on damage functionals [11WCEE]
19597Elenas AnaxagorasCharacteristic seismic acceleration parameters and its influence on the nonlinear behavior of structures [11WCEE]
19598Grisolia C. Daisy and Lobo-Quintero WilliamSeismic normalization of structural analysis methods [11WCEE]
19599Kilar Vojko and Fajfar Peter Simplified push-over analysis of building structures [11WCEE]
19600Asari Tetsuhiro and Ishiyama YujiEvaluation of earthquake motions by elasto-plastic response of structures considering P-delta effect [11WCEE]