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