| 701 | S.Mase, Y.Yabe, H.Tsukagosi, T.Terada, T.Hirama & F.Ohtake | Pseudo-dynamic test on full-scale model of first-storey energy-concentrated steel structure with flexible-stiff mixed frames [10WCEE] |
| 702 | S. P. Schneider &C.W. Roeder | Behavior of weak column strong beam steel frames [10WCEE] |
| 703 | Y.Takahashi, N.Nakamura, B.Kato & T.Saeki | Study on restoring force characteristics of X-steel braces [10WCEE] |
| 704 | N.Bourahla & ABlakeborough | Bi-component earthquake tests of model knee braced frames [10WCEE] |
| 705 | C.Bernuzzi, F.P.De Martino & R.Zandonini | Experimental analysis of cold-formed steel beam-to-column joints [10WCEE] |
| 706 | N.Tanaka, Y.Murazumi, T.Hirotani & M.Kato | Model of restoring force characteristics of X-steel braces [10WCEE] |
| 707 | K.C.Tsai, K.C.Lin & M.C.Liu | Seismic behavior of steel beam-to-box column connections [10WCEE] |
| 708 | E.Watanabe, K.Sugiura & T.Yamaguchi | Strength and ductility of thin-walled beam-columns with low yield steel and round corners [10WCEE] |
| 709 | C.A.Castiglioni & P.L.Losa | Local buckling and structural damage in steel members under cyclic loading [10WCEE] |
| 710 | M D. Engelhardt & A. S. Husain | Cyclic tests on large scale steel moment connections [10WCEE] |
| 711 | S.Iwai, Y.-S.Park, T.Nonaka & H.Kameda | Very low-cycle fatigue tests of steel angle members under earthquake loading [10WCEE] |
| 712 | A.Matsuo, Y.Nakamura, R.W.Salib, YMukudai & T.Takamatsu | Evaluation of the maximum strength of H-shaped steel beam-to-column connections [10WCEE] |
| 713 | Y. Uchida, S. Morino, J. Kawaguchi & T. Koyama | Dynamic response of H-shaped steel beam-columns under two-directional ground motion [10WCEE] |
| 714 | K.Suita, K.Kaneta & I.Khozu | The effect of strain rate in steel structural joints due to high speed cyclic loadings [10WCEE] |
| 715 | H.Kamura, H.Yamanouchi & T.Yamasaki | Mechanical properties of welds of high quality steel by various welding methods [10WCEE] |
| 716 | H.Kuwamura & T.Suzuki | Low-cycle fatigue resistance of welded joints of high-strength steel under earthquake loading [10WCEE] |
| 717 | K. Watanabe, K, Ishibashi, Y. Nakanishi, A. Kurosawa & K. Kikukawa | Behavior of the connection of R/C column with steel beams stiffened by reinforced concrete at beam ends [10WCEE] |
| 718 | Y.Yamada, H.Iemura & W.Tanzo | Substructured hybrid loading tests of steel box-section columns for inelastic earthquake response of frame structures [10WCEE] |
| 719 | P.G.Carydis, H.P. Mouzakis, J.M.Taflambas &. E.A.Vougioukas | Response of infilled frames with brickwalls to earthquake motions [10WCEE] |
| 720 | A. J. Clark | Dynamic characteristics of large multiple degree of freedom shaking tables [10WCEE] |
| 721 | M.Demosthenous & G.C.Manos | Dynamic response of rigid bodies subjected to horizontal base motions [10WCEE] |
| 722 | J.S.Carmona, F.Zabala, J. Santalucia & C. Sisterna | Seismic tests of high voltage equipment in Argentine [10WCEE] |
| 723 | K.Igarashi, N.Inoue, H.Morishita, N.Nakamura & N.Suzuki | Simulation analyses on the shaking table test of scaled BWR model [10WCEE] |
| 724 | T.Inatomi, M.Kazama & Y.Murakami | Shaking table tests for the seismic stability of caisson type quay walls both in ordinary 1 g field and in centrifugal field [10WCEE] |
| 725 | D.Jurukovski, L.Krstevska, R.Alessi, P.P.Diotallevi, M.Merli & F.Zarri | Shaking table tests of three four-storey brick masonry models: Original and strengthened by RC core and by RC jackets [10WCEE] |
| 726 | M. Petkovski, L.Tashkov & C. S. Bom | Full scale dynamic test of the 105-storey Ryugyong Hotel in Pyongyang [10WCEE] |
| 727 | L.Taskov, M.Petkovski, L.Krstevska & L.H.Ryol | Shaking table test of 1 /40 scale model of 105-storey Ryugyong Hotel [10WCEE] |
| 728 | T.Uwabe & M.Osada | Shaking table tests for hydrodynamic pressure acting on double cylindrical caisson type breakwater in deep sea [10WCEE] |
| 729 | F.Kumazawa & T.Okada | Shaking table tests of reinforced concrete small scaled model structures [10WCEE] |
| 730 | M. Lebelle | A new method for seismic analysis of light equipment: The forced structure modes method [10WCEE] |
| 731 | F.J.Molina & E.Alarcòn | A scaled-time test method [10WCEE] |
| 732 | M.S.Agbabian, A.M.Abdel-Ghaffar, R.E.Leahy, S.F.Masri, Z.Zhou & C.E.Synolakis | The development of a quantitative concrete core tomography protocol for the design of concrete mixes [10WCEE] |
| 733 | K.A.Kleine-Tebbe | Comparison of different methods in seismic qualification of electrical equipment [10WCEE] |
| 734 | M.Shinozuka, R.G.Ghanem & H.Gavin | Recursive system identification in earthquake engineering [10WCEE] |
| 735 | K. Konagai & C.Tamura | Visualization and analysis of dynamic behavior of underwater granular structure models [10WCEE] |
| 736 | W.K.Hong &G.C.Hart | Use of experimental data to develop probable behavior for structural components [10WCEE] |
| 737 | J.D.Ortiz, C.Tamura & K.Konagai | Three-dimensional stress and strain detection by photo elasticity using laser-light-sheet [10WCEE] |
| 738 | B. R. Bowen & K.M. Stokoe II | Evaluation of cracked and repaired beams and columns using surface stress waves [10WCEE] |
| 739 | T.Chiba, H.Kobayashi, N.Ogawa, CMinowa & H.Shibata | An experimental study on the stability of cracked piping system supported by a nonlinear support [10WCEE] |
| 740 | P.Bonelli & R.Tobar | Experimental analysis of one-tenth scale reinforced concrete model of a ten storey building [10WCEE] |
| 741 | J.M.W.Brownjohn, A.A.Dumanoglu & R.T. Severn | Full-scale dynamic testing of the second Bosporus suspension bridge [10WCEE] |
| 742 | M. Fanelli, G.Giuseppetti, A.Castoldi & P. Bonaldi | Dynamic characterization of Talvacchia dam: Experimental activities, numerical modeling, monitoring [10WCEE] |
| 743 | D.A. Kusner, J. D. Rood &G.W. Burton | Signal reproduction fidelity of servohydraulic testing equipment [10WCEE] |
| 744 | M. S. Lopes & A. S. Elnashai | A new experimental set-up for high shear loading of reinforced concrete walls [10WCEE] |
| 745 | C.Genatios, M.Lafuente & M. Lorrain | On the use of free vibration procedures for dynamic properties evaluation [10WCEE] |
| 746 | N. Rodriguez-Cuevas | Response measurements of a tall building under seismic excitation [10WCEE] |
| 747 | T. C. Liauw & A. K. H. Kwan | Experimental study of shear wall and infilled frame on shake-table [10WCEE] |
| 748 | A.Igarashi, F.Seible & G.A.Hegemier | Testing of full scale shear wall structures under seismic load [10WCEE] |
| 749 | A.Machida & H.Mutsuyoshi | Development of accurate pseudo dynamic test method for R/C structures [10WCEE] |
| 750 | J.P.Touret, A.Montiel & P.Jouanna | A one-well device for dynamic soil testing [10WCEE] |
| 751 | E.Tachibana, Y.Inoue & Y.Yamada | Development of a compact, experimentally testing system for active control algorithms of building vibration [10WCEE] |
| 752 | J.M.Alsiwat & M.Saatcioglu | Modelling anchorage slip for dynamic analysis [10WCEE] |
| 753 | A.Y.Elghazouli & P.J. Dowling | Behaviour of composite members subjected to earthquake loading [10WCEE] |
| 754 | H.Fukuyama & Y.Matsuzaki | Rotative behavior at a discrete section in RC members caused by opening and closing behavior of cracks under reversed cyclic loading [10WCEE] |
| 755 | D.Galeota, M.M.Giammatteo & R.Marino | Strength and ductility of confined high strength concrete [10WCEE] |
| 756 | S.Hatanaka & Y.Tanigawa | Lateral pressure requirement for compressive concrete [10WCEE] |
| 757 | Y.Itakura & A.Yagenji | Compressive test on high-strength R/C columns and their analysis based on energy concept [10WCEE] |
| 758 | S.Oller, A.H.Barbat, E.Oñate & A.Hanganu | A damage model for the seismic analysis of building structures [10WCEE] |
| 759 | Pankaj & S. Parkash | Dynamic analysis of a strain softening bar [10WCEE] |
| 760 | P.B.Shing, H.R.Lotfi, A.Barzegarmehrabi & J. Brunner | Finite element analysis of shear resistance of masonry wall panels with and without confining frames [10WCEE] |
| 761 | W.C.Stone & A.W.Taylor | A predictive model for hysteretic failure parameters [10WCEE] |
| 762 | X.Y.Wu, K.T.Law & A.P.S.Selvadurai | A constitutive model for Champlain Sea clay under cyclic load [10WCEE] |
| 763 | ASaitta, J.Canou, L.Dormieux & K.Sab | Numerical simulation of a cyclic pressuremeter test [10WCEE] |
| 764 | H.Di Benedetto, O.Hameury & G.B.Cazacliu | Incremental constitutive law for sand: Anisotropic and cyclic effects [10WCEE] |
| 765 | S. Iai, Y.Matsunaga, T.Kameoka & T.Inatomi | A multiple shear mechanism model for sand [10WCEE] |
| 766 | L.Wang, Z.Zhang & J.Wang | The dynamic constitutive model of loess under irregular seismic loading [10WCEE] |
| 767 | M.Pastor, O.C.Zienkiewicz & G.D.Xu | Soil liquefaction and failure under earthquake loading [10WCEE] |
| 768 | F.Oka, A. Yashima, M. Kato & K.Sekiguchi | A constitutive model for sand based on the non-linear kinematic hardening rule and its application [10WCEE] |
| 769 | N. Chouw & G. Schmid | Building isolation using the transmitting behaviour of a soil layer [10WCEE] |
| 770 | K.Hagio, K.Kitazawa & I.Nagashima | Base isolation system for houses [10WCEE] |
| 771 | T.C.Pan | Dynamic characteristics of base-isolated shear buildings [10WCEE] |
| 772 | M.Sarrazin & M.O.Moroni | Design of a base isolated confined masonry building [10WCEE] |
| 773 | Y.Lou, M.Wang &Z.Su | Research of sliding shock absorbing of multi-storey brick buildings [10WCEE] |
| 774 | Y. Mitsusaka & M. Miyazaki | Development and application of back-up systems for base-isolated buildings [10WCEE] |
| 775 | T. LAnderson, R. E. Bachman & P.R.Grant | Base isolation response to extreme ground motions [10WCEE] |
| 776 | A.N.Lin, H.W.Shenton III & H.S.Lew | Relative performance of fixed and isolated structures [10WCEE] |
| 777 | T.Tanabe, Y.Ebara, T.Matutani, T.Ono, H.Yokoyama, Y.Yamada, AFujii, H.Tada & M.Takayama | Experiments of base isolation with full-scale building [10WCEE] |
| 778 | F.Vestroni, D.Capecchi, M.Meghella, G.Mazzá & E.Pizzigalli | Dynamic behaviour of isolated buildings [10WCEE] |
| 779 | N.Makris & M.C.Constantinou | Experimental study and analytical prediction of response of spring-viscous damper isolation system [10WCEE] |
| 780 | H.H.Lee & Ch.-S.Tsai | Analytical model for viscoelastic dampers in seismic mitigation application [10WCEE] |
| 781 | J.M.Jara, E.Vargas, C.Galindo, R.Gonzalez & C.Gòmez | Seismic performance of buildings with energy dissipating systems [10WCEE] |
| 782 | F L.Zhou, J. M. Kelly, K.N.G Fuller & T.C. Pan | Optimal design of seismic isolation for multistoried buildings [10WCEE] |
| 783 | H.Yokota, Y.Ogawa, M.Saruta, Y.Fujita, Y.Nakamura, N.Satake & K.Okada | Structural control for seismic load using viscoelastic dampers [10WCEE] |
| 784 | H.Kosaka, T.Noji, H.Yoshida, E.Tatsumi, H.Yamanaka & A.K.Agrawal | Damping effects of a vibration control damper using sloshing of water [10WCEE] |
| 785 | B.Zhu & X.Xu | A study on system identification of high voltage circuit breaker and lightning arrester with isolator and their aseismic behavior [10WCEE] |
| 786 | F.Olariu & I.Olariu | Base-isolation system using short columns and dampers [10WCEE] |
| 787 | S.Ishimaru, T.Niiya, N.Yamaguchi & M.Kawakubo | Seismic response control by 'mode(s)-isolation' method Part I: Control method and its verification experiments [10WCEE] |
| 788 | S. Fujii & Q. Feng | Hybrid isolation system using friction-controllable sliding bearings Part 2: Shaking table test [10WCEE] |
| 789 | K.Ishida, H.Shiojiri, G.Yoneda & A.Matsuda | Shaking table test on ultimate behavior of seismic isolation system Part 2: Response behavior of rubber bearings [10WCEE] |
| 790 | G.Serino, G.Bonacina & B.Spadoni | Implications of shaking table tests in the analysis and design of base isolated structures [10WCEE] |
| 791 | R.Mirghaderi & F.Behnamfar | Spectrum analysis of nonlinear isolated structures [10WCEE] |
| 792 | J.Suhara, M.Takeda, T.Tamura, T.Mazda, K.Yoshikawa, Y.Takenaka & E.Tanaka | Dynamic ultimate analysis of base-isolated system [10WCEE] |
| 793 | M.A.Dashevskiy & Ye.M.Mironov | Bases of engineering analysis of elastometric seismic insulators [10WCEE] |
| 794 | A.Martelli, M.Indirli, B.Spadoni, F.Bettinali, G.Bonacina & A.Marioni | Experiments on seismic isolation bearings [10WCEE] |
| 795 | L.M.Guerreiro & J.J.Azevedo | Seismic behaviour of base isolated structures with nonlinear behaviour [10WCEE] |
| 796 | S.Y.Hsu &A.Fafitis | Seismic analysis of frames with viscoelastic beam-column connections [10WCEE] |
| 797 | F.Bettinali, M.Forni, A.Martelli & G.Pucci | Experimental and numerical analysis of isolated structures [10WCEE] |
| 798 | K.Maebayashi, K.Shiba, A.Mita & Y.Inada | Hybrid mass damper system for response control of building [10WCEE] |
| 799 | O. Mitrovic-Jovanovic & D. Jurukovski | Mathematical modelling of non-linear viscous damping of dashpots used in vibration base isolation [10WCEE] |
| 800 | K. Toyama, K. Ishii, K.Igarashi, M.Sakamoto, N.Koshika, K.Sasaki & T.Kobori | Application of the active mass driver (AMD) system to structural active seismic response control [10WCEE] |