| 701 | Ganev Todor, Katayama Tsuneo and Ueshima Teruyuki | Analysis of soil—structure interaction of a model structure on stiff soil in Hualien, Taiwan [11WCEE] |
| 702 | Lyatkher Victor M. and Frolova Nina | High earth dams: seismic loads, reliability and design [11WCEE] |
| 703 | Cai G. Q., Lin Y. K. and Yu J. S | Reliability of hysteretic structures under earthquake excitation [11WCEE] |
| 704 | Sakai Junichi, Matsui Chiaki and Yoshizumi Makoto | Effect of collapse modes on earthquake resistant properties for steel frames [11WCEE] |
| 705 | Vulpe Adrian N. and Caraufu Alexandru | Seismic risk analysis and assessment using extended P-factor methods [11WCEE] |
| 706 | Chen Mu-Tsang and Harichandran Ronald S | Simplified response analysis of earth dams to spatially varying earthquake ground motion [11WCEE] |
| 707 | JangidR.S. andDatta T. K. | Seismic reliability of base-isolated building frames [11WCEE] |
| 708 | Tsunekawa Hiroshi, Tanaka Hideo and Ohta Kohei | Study on the index of seismic motion for fragility analysis [11WCEE] |
| 709 | Kai Yoshiro and Fukushima Seiichiro | Study on the fragility of system. Part 2: system with ductile elements in its stories [11WCEE] |
| 710 | Fukushima Seiichiro, Kai Yoshiro and Yashiro Kazuhiko | Study on the fragility of system. Part 1: structure with brittle elements in its stories [11WCEE] |
| 711 | Sutoh Atsushi and Hoshiya Masaru | Optimization of a steel structural system under earthquake excitation [11WCEE] |
| 712 | Rahanama Mohsen and Manuel Lancelot | The effect of strong motion duration on seismic demands [11WCEE] |
| 713 | Singhal Ajay | Stochastic seismic damage estimation in reinforced concrete frames [11WCEE] |
| 714 | Escobar Jose Alberto | Seismic torsion in non-linear nominally symmetric structures due to random properties [11WCEE] |
| 715 | Silva Francisco L. and Ruiz Sonia E. | Calibration of the equivalent linearization method for the seismic nonstationary response of SDOF systems [11WCEE] |
| 716 | Olafsson Simon, Remseth Svein and Sigbjornsson | Response spectra based on parametric time series models [11WCEE] |
| 717 | Hamamoto Takuji | Stochastic long-term damage prediction of multi-story buildings [11WCEE] |
| 718 | XiaHong-Liu andliY.M. | Equivalent linearized method of SDOF shear structures based on equivalence of responses statistic characteristics [11WCEE] |
| 719 | Sepe Vincenzo and Augusti Giuliano | Stochastic analysis of a slender rigid block under earthquake excitation [11WCEE] |
| 720 | Masri Sami F., Smyth Andrew and Traina Idris | Probabilistic representation and transmission of earthquake ground motion records in the Los Angeles region [11WCEE] |
| 721 | Hurtado Jorge E., Barbat Alex H. and da Cunha Alvaro A.M.F. | Nonlinear random vibration of base isolated buildings under evolutionary seismic input [11WCEE] |
| 722 | Kouda Makoto, Yamashita Toshio and Sato Hideto | Study on nonlinear dynamic analysis method of pile subjected to ground motion part 1: theory [11WCEE] |
| 723 | Martins de Oliveira Sergi, Pereira Gomes Jorge M., Seco e Pinto Pedro S. and Pina Carlos A.B | Dynamic tests performed on large piles [11WCEE] |
| 724 | Hanazato Toshikazu, Kishi Yuzo, Sakai Yoshiro and Tajimi Hiroshi | Earthquake blind prediction analysis using ring exciting thin layer method in the international project of Hualien large scale seismic test [11WCEE] |
| 725 | Palazzo Bruno and Petti Luigi | Response of base isolated systems equipped with hybrid mass dampers subject to random excitations [11WCEE] |
| 726 | Sako Yuji, Miyamoto Yuji and Kitamura Eiji | Dynamic interaction of soil and composite foundation [11WCEE] |
| 727 | Kobayashi Toshio, Yamaya Hiroyoshi, Kitamura Eiji and Sugiyama Tatsuya | System identification of the Hualien LSST model structure [11WCEE] |
| 728 | Ohtsuka Yasuhiro, Fukuoka Atsunobu, Akino Kinji and Ishida Katsuhiko | Experimental studies on embedment effects on dynamic soil—structure interaction [11WCEE] |
| 729 | Oldecop Luciano A., Zabala Francisco and Almazdn Gdrate Jose L | Shaking table test on small prototype of soil retaining wall [11WCEE] |
| 730 | Futaki Mikio, Ogawa Nobuyuki, Sato Masahiro, Kumada T. and Natsume S. | Experiments about seismic performance of reinforced earth retaining wall [11WCEE] |
| 731 | Onimaru Sadatomo, Sugimoto Michio, Ohmiya Yukio, Sugawara Yoshitsugu and Ogihara Miki | Observation and numerical simulation of dynamic earth pressure [11WCEE] |
| 732 | Togashi Katsuo, Kitagawa Youichi, Kawamura Hideki andAndo Kenichi | Preliminary assessment on dynamic interaction of deeply buried nuclear power buildings [11WCEE] |
| 733 | 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] |
| 734 | 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] |
| 735 | Kishishita Takahiro and Saito Eturo | Dynamic response on a underground structure in partially liquefied ground [11WCEE] |
| 736 | RafiaiAliR | Investigation of earthquake effect on buried box culverts [11WCEE] |
| 737 | Shimomura Yukio and Ikeda Yoshio | A simplified seismic response analysis of an embedded cylindrical structure [11WCEE] |
| 738 | Tyapin Alexander G | The influence of the embedment depth on the seismic response of heavy rigid structures [11WCEE] |
| 739 | Perez-Rocha Luis and Aviles Javier | Non-linear response of soil-structure systems [11WCEE] |
| 740 | Aviles Javier and Perez-Rocha Luis | Kinematic interaction effects on the effective parameters of soil-structure systems [11WCEE] |
| 741 | Safina Salvador | Relationship soil-structure upon fundamental dynamics properties of ordinary buildings [11WCEE] |
| 742 | Ueshima Teruyuki and Okano Hajime | Further investigation on seismic response of soil and embedded structure in Hualien LSST program [11WCEE] |
| 743 | Mendoza Manuel and Romo Miguel | Geoseismic instrumentation of a friction pile-box foundation [11WCEE] |
| 744 | Takemiya Hirokazu and Kishida Kentaro | Seismic response of Shinkan-Sen/express highway viaducts during Hyogo-ken Nanbu earthquake, 1995 [11WCEE] |
| 745 | Finn W. D. Liam andWuG | Nonlinear seismic analysis of pile foundations [11WCEE] |
| 746 | 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] |
| 747 | Degrande Geert and Aubry Denis | Application of a subdomain approach to dynamic sheet pile soil interaction [11WCEE] |
| 748 | Sudrez Martha M. and Sdnchez-Sesma F. J. | Response of non-axisymmetrical foundations subjected to dynamic excitation [11WCEE] |
| 749 | Fukutake Kiyoshi, Ohtsuki Akira and Yoshimi Yoshiaki | Analytical evaluation of reducing stress in piles with soil cement improvement [11WCEE] |
| 750 | Pender Michael J. and Pranjoto Satyawan | Gapping effects during cyclic lateral loading of piles in clay [11WCEE] |
| 751 | Yoshida Kazuhiro, Nakai S., Matsumoto Hisashi and Sugiyama Tatsuya | 3-Dimensional simulation analyses of forced vibration test at Hualien [11WCEE] |
| 752 | Fukuwa Nobuo and Ghannad M. Ali | Soil-structure interaction effect on the eigenproperties of structure [11WCEE] |
| 753 | McKenzie Nathan P. and Pender Michael J. | Representantive shear modulus for shallow foundation seismic soil-structure interaction [11WCEE] |
| 754 | Bandyopadhyay Somnath and Prakash Shamsher | Accelerogram for earthquake resistant design of pile supported structure [11WCEE] |
| 755 | Han Y.C. and Cathro Derek | Seismic response of nonlinear soil-pile system [11WCEE] |
| 756 | Mejia Lelio H., Ridlen Paul W. and Harrington Laurel | Soil-structure interaction effects on dynamic response of morning glory spillway [11WCEE] |
| 757 | 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] |
| 758 | Miura Fusanori and Ishihara Tetsuya | Dynamic response of pile foundation taking into account 3-dimensional interaction with superstructure and ground [11WCEE] |
| 759 | Koyama Keisuke, Masuda Akira, Yagishita Fumio and Tomii Y. | Seismic response analysis of thermal power plant supported by a large number of piles [11WCEE] |
| 760 | Hijikata K, Imamura Akira, Yagishita Fumio and Koyama Keisuke | A study on the practical methods for group factor of piles [11WCEE] |
| 761 | Fujii Shunji, Funahara H. and Yamaguchi Junko | Numerical analysis of damaged piles due to soil liquefaction during Hyogoken-Nanbu earthquake [11WCEE] |
| 762 | Kurimoto Osamu and Iguchi Michio | Evaluation of foundation input motions based on observed seismic motions [11WCEE] |
| 763 | Nozoe Hisashi | Simple method for axial and lateral impendances of pile groups [11WCEE] |
| 764 | Kuroda Kinya | Statistical investigation of dynamic behavior of braced frame-foundation systems during severe earthquakes [11WCEE] |
| 765 | Balan Stefan Florin | The influence of the soil modeling upon the dynamic (seismic) response of the soil-structure system [11WCEE] |
| 766 | Paronesso Antonio and Wolf John P | Property matrices identification of unbounded medium from unit-impulse response functions using Legendre polynomials [11WCEE] |
| 767 | 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] |
| 768 | Luo Xiu, Konagai Kazuo, Noorzad Assadollah and Nogami Toyoaki | Simplified time-domain expressions for porous soil—structure interaction [11WCEE] |
| 769 | Urrutia-Galicia J, L., Arroyo Contreras M. and Vazquez Lorenzana C. | "Soil-structure-half space" model for the dynamic analysis of structures [11WCEE] |
| 770 | Savidis Stavros, Faust Bernliard and Sarfeld Willi A | Three-dimensional interaction between structures on layered soil under seismic excitation [11WCEE] |
| 771 | ParkashS. andSinghalN.C. | Soil-structure interaction effect on seismic response of containment shell [11WCEE] |
| 772 | Chuhan Zhang, Feng Jin and Guanglun Wang | Seismic interaction between arch dam and rock canyon [11WCEE] |
| 773 | 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] |
| 774 | Men Fu-Lu and Cui Jie | A simplified reasoning of rigidity effect of foundation soil on seismic damage to building [11WCEE] |
| 775 | Yoshida Nagayuki | Impulse function of dynamic stiffness of soil [11WCEE] |
| 776 | Behnamfar Farhad and Kurita Satoshi | Comparison between effects of body and surface waves on torsionaliy coupled soil-structure systems [11WCEE] |
| 777 | Suto Fukuzo | On a completely associated response system of the upper structure-basement-soil strata below [11WCEE] |
| 778 | Wolf John P. and Song Chongmin | Finite-element modelling of unbounded media [11WCEE] |
| 779 | Stepanov A. Y. | Identification of dynamic parameters of a construction modelling the behaviour of a structure with disengaging braces [11WCEE] |
| 780 | Villemure Isabelle and Sexsmith Robert G | Structural identification by impact testing [11WCEE] |
| 781 | Meli R. and Faccioli Ezio V. | Seismic instrumentation of a tall building in Mexico City [11WCEE] |
| 782 | Salgado Alberto and Esteva Luis | System identification and response prediction of nonlinear structural systems [11WCEE] |
| 783 | Huang Zong-Ming, Bai Shao-Liang and Lai Ming | Identification of damping of structures in inelastic range [11WCEE] |
| 784 | Heredia-Zavoni Ernesto | Optimal instrumentation of structural systems [11WCEE] |
| 785 | Vestroni Fabrizio, Beolchini Giovanni C., Antonacci Elena and Modena Claudio | Identification of dynamic characteristics of masonry buildings from forced vibration tests [11WCEE] |
| 786 | Chiostrini Sandro and Vignoli Andrea | Ultimate strength evaluation of unreinforced masonry buildings via numerical simulations [11WCEE] |
| 787 | Kondo Ippei and Hamamoto Takuji | Seismic damage detection of multi-story buildings using vibration monitoring [11WCEE] |
| 788 | Nishitani Akira, Yamada Nariyasu and Yamada Seiji | Structural system identification with active mass damper used for providing input excitation [11WCEE] |
| 789 | Bell Darrin K. and Davidson Barry J. | Response identification of the Pacoima dam for the 1994 Northridge earthquake [11WCEE] |
| 790 | Naito Yukio and Ishibashi Tosihisa | Identification of structural systems from microtremors and accuracy factors [11WCEE] |
| 791 | Muria-Vila David and Gonzdlez-Alcorta R | Seismic response of a tall building in Mexico City [11WCEE] |
| 792 | Sawada Tsutomu, Rata Kazuki and Tsujihara Osamu | A localized identification of MDOF structures by extended Kalman filter considering noises in input motion records [11WCEE] |
| 793 | Loh Chin-Hsiung and Duh Gin-Yun | Frequency domain and time domain dentification on nonlinear structural system [11WCEE] |
| 794 | 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] |
| 795 | Tan R.Y. and Liu H. | System identification of a long-span bridge [11WCEE] |
| 796 | Sone Akira, Yamamoto Shizuo, Masuda Arata and Nakaoka Akira | Health monitoring system of building by using wavelet analysis [11WCEE] |
| 797 | Augenti Nicola and Clemente Paolo | Seismic test of the new lawcourt in Naples [11WCEE] |
| 798 | Rodriguez- Cuevas Neftali | Torsional response of structures under seismic motion [11WCEE] |
| 799 | Durdn Roberto | Nonstationary seismic response of an instrumented five-story precast reinforced concrete building [11WCEE] |
| 800 | Saito Yoshihito and Hoshiya Masaru | Identification of M, C and K of a multiple degree of freedom system [11WCEE] |