| 801 | Bonilla Ricardo and Safina Salvador | Seismic response analysis in a prefabricated 17-story residential building [11WCEE] |
| 802 | Lo Robert C, Henderson Paul W., Morrison K. Ian and Finn W.D. Liam | Seismic geotechnical considerations—an overview [11WCEE] |
| 803 | 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] |
| 804 | Naeim Farzad | Performance analysis of a damaged 11 story steel moment frame building during the 1994 Northridge earthquake [11WCEE] |
| 805 | Tomisima Seiji, Udagawa Kimio, Shimizu T. and Sato Akiyoshi | Investigation of a brick masonry completed in 1895 [11WCEE] |
| 806 | 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] |
| 807 | 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] |
| 808 | Astaneh-Asl Abolhassan, Modjtahedi D., McMullin Kurt M. and DAmore Enzo | Seismic safety of damaged welded steel moment frames [11WCEE] |
| 809 | Wood Sharon L., Stanton John and Hawkins Neil M. | Evaluation of parking garage response during the 1994 Northridge earthquake [11WCEE] |
| 810 | Tasai Akira, Tobita Jun and Hisano Masayoshi | Response of reinforced concrete buildings due to 1993 Kushiro-oki earthquake [11WCEE] |
| 811 | 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] |
| 812 | Ohashi Yoshimitsu and Sakamoto Isao | Seismic performance of wooden detached houses subjected to the 1995 Hyogo-ken Nanbu earthquake [11WCEE] |
| 813 | Bogndr Ldszlo | Experimental investigation of the significance of the P-delta effect for randomly excited steel columns [11WCEE] |
| 814 | Vassallo Lino | Inelastic response study of reinforced concrete structures under dynamic actions [11WCEE] |
| 815 | Huang Sampson, Lobo Roy F., Jain Anurag and Winkle Matthew Van | Earthquake response of strengthened steel special moment resisting frames [11WCEE] |
| 816 | Haldar Achintya and Reyes Salazar Alfredo | Ductility evaluation of steel frames with PR connections [11WCEE] |
| 817 | Bondy K. Dirk | A more accurate method for determining inelastic moment demands on seismic moment frame columns [11WCEE] |
| 818 | Arede A. and Pinto A.V. | Performance of R/C buildings designed for different ductility classes [11WCEE] |
| 819 | 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] |
| 820 | ZdravkovicSlavko, MilicevicG. Milic, FolicRadomir andZlatkov M. Dragan | Significance and part of elastic connections of members with joints in earthquake engineering [11WCEE] |
| 821 | Lenta P | Non linear behaviour of masonry buildings under seismic actions [11WCEE] |
| 822 | Mosalam Khalid M., Gergely Peter, White Richard N. and Ayala A. G | Effect of geometrical configuration on the seismic response of infilled frames [11WCEE] |
| 823 | 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] |
| 824 | Bento Rita | Collapse assessment of irregular structures based on damage functionals [11WCEE] |
| 825 | Elenas Anaxagoras | Characteristic seismic acceleration parameters and its influence on the nonlinear behavior of structures [11WCEE] |
| 826 | Grisolia C. Daisy and Lobo-Quintero William | Seismic normalization of structural analysis methods [11WCEE] |
| 827 | Kilar Vojko and Fajfar Peter | Simplified push-over analysis of building structures [11WCEE] |
| 828 | Asari Tetsuhiro and Ishiyama Yuji | Evaluation of earthquake motions by elasto-plastic response of structures considering P-delta effect [11WCEE] |
| 829 | Sudo Shuhei, Sera Kohsaku and Nishikawa Takao | Torsional response analyses of buildings subjected to bi-directional ground motions [11WCEE] |
| 830 | Paniagua Escandon Juan Pedro | Influence of strain hardening on stability of steel systems during seismic response [11WCEE] |
| 831 | Galium P | Dynamic seismic response of precast panel structures [11WCEE] |
| 832 | MarjanishvilimSh. M | The design of framed buildings on earthquake spatial effect [11WCEE] |
| 833 | Spiliopoulos Konstantinos and Anagnostopoulos Stavros A | Measures against earthquake pounding between adjacent buildings [11WCEE] |
| 834 | GaoX.-Y. and Fang E.-H. | Inner force redistribution among different lateral structures in a multistory flexible dwelling with several shafts and R. C- masonry walls [11WCEE] |
| 835 | Kato Makoto, Sugaya Ken-Ichi and Nagatsuka Norikazu | Optimum moment distribution between shear walls and boundary beams of coupled shear wall with flange walls [11WCEE] |
| 836 | Ishibashi Kazuhiko, Katsumata Hideo, Naganuma Kazuhiro and Ohkubo Masaaki | Nonlinear finite element analysis of confined masonry walls [11WCEE] |
| 837 | Sakai Yuhki and Minami Tadao | Destructive power of strong ground motions with high level ground acceleration [11WCEE] |
| 838 | Uetani Koji and Tagawa Hiroshi | Deformation concentration phenomena in seismic response of multistory frames [11WCEE] |
| 839 | Hino Yasumichi and Kitajima Keiji | Elasto-plastic response characteristics of reinforced concrete structures based on energy balance [11WCEE] |
| 840 | Kashiwazaki Takashi and Noguchi Hiroshi | Three-dimensional nonlinear finite element analysis on the shear strength of RC interior beam-column joints with ultra high-strength materials [11WCEE] |
| 841 | Martin Scott C. and Villaverde Roberto | Seismic collapse analysis of steel frame structures [11WCEE] |
| 842 | Zarri Franco, Taskov L. J. and Rakicevic Zoran | Analytical determination of seismic stability of Palasport—Bolonga [11WCEE] |
| 843 | Kahan Michel | Nonlinear response spectrum for systems with localized nonlinearities [11WCEE] |
| 844 | Sordo Emilio and Bernal Dionisio | Dynamic instability phenomenon in bidirectional systems [11WCEE] |
| 845 | Saisho Motoo | Ultimate behavior of high-strength and high-quality steel frame analyzed by cantilever element [11WCEE] |
| 846 | Ohba Shintaro and Mimura Kohei | Earthquake response of a pile-supported 16 story building during the 1995 Hyogo-ken Nanbu earthquake [11WCEE] |
| 847 | Nasu Makot | A study on the influence of ground upon earthquake-induced damage to structures through seismic response analysis [11WCEE] |
| 848 | Bensafi Mohammed and Pironneau Gerard | Parametric investigation on structural behaviour of single and multistory system during shock (displacement, acceleration, frequency, impact force...) [11WCEE] |
| 849 | Huang Chiung-Shiann, Teng Tsung-Jen, Yeh Chin-Hsun and Cho Chen-Hung | Transient responses of circular arches for base excited motions [11WCEE] |
| 850 | Necevska-Cvetanovska Golu and Petrusevska Roberta P | Study of the effect hysteretic model parameters on the nonlinear dynamic response.of R/C structures expressed via hysteretic energy [11WCEE] |
| 851 | Panagiotakos Telemachos B and Fardis Michael N. | Seismic response of infilled RC frames structures [11WCEE] |
| 852 | De la Llera Juan C. and Chopra Anil K | Analysis of the behavior of buildings during the 1994, Northridge earthquake [11WCEE] |
| 853 | Liu Jiang, Xue Songtao and Yamada Motohiko | Dynamics of a single-layer latticed dome to spatial random ground motion [11WCEE] |
| 854 | Theeravat K., Shen J. andAkbas B | Seismic study of hybrid frames [11WCEE] |
| 855 | Akbas B., Theeravat K. and Shen J. | Energy aspects of composite/hybrid frames [11WCEE] |
| 856 | Pantelides Chris P. and Ma Xian | Nonlinear seismic pounding of inelastic structures [11WCEE] |
| 857 | Nassiri Sam, Thambiratnam David, Corderoy John andBrameld Gerald | A second order analysis method, suitable for modelling inelastic behavior of structures subjected to earthquakes [11WCEE] |
| 858 | Sato Yoshinari and Kuwamura Hitoshi | Dynamic progressive failure of multistory frames having brittle columns [11WCEE] |
| 859 | Hakuno Motohiko | Simulation of 3-D concrete-frame collapse due to dynamic loading [11WCEE] |
| 860 | Valles-Mattox Rodolfo E. and Reinhorn Andrei M. | Evaluation, prevention and mitigation of pounding effects in building structures [11WCEE] |
| 861 | Yang Cui-Ru and Liu Da-Hai | Torsional vibration of space structures having semi-rigid diaphragms [11WCEE] |
| 862 | Kimiro Meguro and Tadayuki Sato | Simulation of collapse of structures due to the 1995 Great Hanshin earthquake [11WCEE] |
| 863 | Uma S. R. andMeher Prasad A | Analytical modeling of R/C beam column connections under cyclic loads [11WCEE] |
| 864 | Saatcioglu Murat and Alsiwat Jaber | Significance of anchorage slip on dynamic inelastic response of R/C frame structures [11WCEE] |
| 865 | Flores L. E. andAlcocer S. M | Calculated response of confined masonry structures [11WCEE] |
| 866 | StojadinovicBozidar and Thewalt Christopher R | Energy balanced hysteresis models [11WCEE] |
| 867 | Azzato Francesco and Vulcano Alfonso | Modeling of RC frame-wall structures for nonlinear seismic analysis [11WCEE] |
| 868 | Liberatore Domenico, Braga Franco and Mancinelli Eugenio | Numerical simulation of the experimental behaviour of masonry panels and walls under horizontal loads [11WCEE] |
| 869 | Pankaj and Moin Khalid | On the use of strain softening for prediction of post-peak seismic response of structures [11WCEE] |
| 870 | Ghavamian Shahrokh and Mazars Jacky | From thin to large reinforced concrete piers, columns and walls. Modelling concept adapted to their non-linear response under seismic loading [11WCEE] |
| 871 | Ali Mir M. | Performance characteristics of tall framed tube buildings in seismic zones [11WCEE] |
| 872 | Albanesi Silvio, Antolini Nicola and Biondi Samuele | The influence of building phases in the post-elastic behavior of multi storied reinforced concrete frames [11WCEE] |
| 873 | Thomas Cled, Hong Kap Pyo and Son Ki Sang | Shear behavior of short eccentric link subject to seismic loads [11WCEE] |
| 874 | Asteris Panagiotis G | A method for modelling infilled frames (method of contact points) [11WCEE] |
| 875 | Oncevska Svetlana and Gugulovski Marko | Nonlinear multi-interface finite element method for prediction of hysteretic response of reinforced concrete structures [11WCEE] |
| 876 | Barbosa Ricardo E. | Discontinuous structural analysis [11WCEE] |
| 877 | Armendariz Pablo, Carrasquillo Ramon L. and Roesset Jose | Behavior of high-strength concrete structures under seismic loads [11WCEE] |
| 878 | Burst Oreste S. and Ballerini Marco | Behaviour of a steel-concrete composite substructure with full and partial shear connection [11WCEE] |
| 879 | Fleury F., Merabet 0. and Reynouard J. -M. | An interior R/C beam-column joint semi-local model [11WCEE] |
| 880 | Milev Jordan L | Two dimensional analytical model of reinforced concrete shear walls [11WCEE] |
| 881 | Pincheira Jose A. and Dotiwala Faridun S | Modeling of nonductile R/C columns subjected to earthquake loading [11WCEE] |
| 882 | Jain S. K. and Jain Ch. K. | Dynamics of horizontal setback buildings with flexible floor diaphragms [11WCEE] |
| 883 | Kuang J. S. and Chau C. K. | Dynamic analysis of stiffened coupled shear walls [11WCEE] |
| 884 | Ghrib Faouzi and Tinawi Rene | Time integration algorithms for seismic response of softening structures [11WCEE] |
| 885 | Heredia-Zavoni Ernesto, Salgado Eduardo O. and Barranco Federico | Random vibration analysis of non-classically damped multi-support structural systems [11WCEE] |
| 886 | Sakai Hisakazu and Sawada Sumio | Non-iterative computation scheme for analysis of nonlinear dynamic system by finite element method [11WCEE] |
| 887 | WillfordM. R., Piepenbrock T. F., halt Conrad B. and Lubkowski Zygmunt A | Non-linear time history seismic structural analysis using LS-DYNA3D [11WCEE] |
| 888 | Spacone Enrico and Filippou Filip C. | Flexibility-based frame models for nonlinear dynamic analysis [11WCEE] |
| 889 | Daniliu Adrian I. | Impulse series method in the dynamic analysis of structures [11WCEE] |
| 890 | Kurzanov Adolf M | The wave conception of building seismic response analysis [11WCEE] |
| 891 | Liu Xiaolin | Sub-DOF (sub-degrees of freedom) method for applying perturbation procedure to reduction of eigenvalue computation in structural analysis [11WCEE] |
| 892 | Wang Luo-Jia and Wang Qian-Xin | Principal/secondary upper bound and equivalent static solution in seismic design [11WCEE] |
| 893 | Wada Akira, Iwata Mamoru, Matsuoka Yuichi and Koizumi Manabu | Buckling strength of steel member having rotational springs at its both ends [11WCEE] |
| 894 | Yang Tzong-Shuoh and Popov Egor P | Analytical studies of pre-Northridge steel moment-resisting connections [11WCEE] |
| 895 | Suda Kumiko, Murayama Yasuo, Ichinomiya Toshimichi and Shimbo Hiroshi | Buckling behavior of longitudinal reinforcing bars in concrete columns subjected to reversed lateral loading [11WCEE] |
| 896 | Murayama Yasuo, Suda Kumiko, Ichinomiya Toshimichi and Shimbo Hiroshi | Stress-slip model of a longitudinal reinforcing bars in reinforced concrete column joint [11WCEE] |
| 897 | Bhattacharjee Sudip S. | Visco-elastic damage modelling of concrete [11WCEE] |
| 898 | Sun Yuping, Oba Teruhisa, Tian Fusheng and Ikeda Takashi | Confinement effects of transverse hoops in high-strength concrete [11WCEE] |
| 899 | Inai Eiichi and Hiraishi Hisahiro | Structural design charts and equations of deformation capacity of reinforced concrete columns after flexural yielding [11WCEE] |
| 900 | Belarbi Abdeldjelil, Zliang Li-Xin and Hsu Thomas T.C. | Constitutive laws of reinforced concrete membrane elements [11WCEE] |