| 601 | C.Modena, P.LaMendola & A.Terrusi | Shaking table study of a reinforced masonry building model [10WCEE] |
| 602 | G.Magenes & G.M.Calvi | Cyclic behaviour of brick masonry walls [10WCEE] |
| 603 | R.E.Klingner & G.Leiva H | Behavior and design of multi-story masonry walls under in-plane seismic loading [10WCEE] |
| 604 | J.E.Beavers, W.D.Jones &W.C.T.Stoddart | A hollow clay tile wall seismic performance program overview [10WCEE] |
| 605 | G.C.Beolchini | Mechanical properties of old stone masonries [10WCEE] |
| 606 | H.Scaletti, V.Chariarse, C.Cuadra, G.Cuadros & T.Tsugawa | Pseudo dynamic tests of confined masonry buildings [10WCEE] |
| 607 | F.Angotti, A.Vignoli, G.Giuseppetti & P.Panzeri | Experimental evaluation of the dynamic behaviour of a stone masonry building causing progressive damage [10WCEE] |
| 608 | S.Chiostrini, P.Foraboschi & A.Vignoli | Structural analysis and damage evaluation of existing masonry buildings by dynamic experimentation and numerical modeling [10WCEE] |
| 609 | D.P.Abrams | Strength and behavior of unreinforced masonry elements [10WCEE] |
| 610 | K.Ishibashi, R.Meli, S.M.Alcocer, F.Leon & T.A.Sanchez | Experimental study on earthquake-resistant design of confined masonry structures [10WCEE] |
| 611 | T.Suzuki, K.Takiguchi & H.Hotta | Shear strength of Steel-Hoop-Concrete composite column [10WCEE] |
| 612 | J.G.Bouwkamp & E.Fehling | Comparison of R/C and composite frames for earthquake resistant design [10WCEE] |
| 613 | H.Irnai, T.Yamaguchi & T.Kobayashi | Seismic performance of precast concrete columns with lapping joints under shear forces [10WCEE] |
| 614 | R.Kanz, B.Schneider & J.G. Bouwkamp | Results and correlative analysis of a composite two storey eccentric braced frame test [10WCEE] |
| 615 | Y.Fukuda, S.Watanabe, H.Kami, K.Yoshida, T.Togawa, K.Yoshimura & K.Kikuchi | Seismic in-plane shear resistance of steel-deck concrete composite slabs with a bottomless trench duct [10WCEE] |
| 616 | J. M. Ricles & S.A. Paboojian | Behavior of composite columns under seismic conditions [10WCEE] |
| 617 | M.Wakabayashi | Research on earthquake resistant capacity of composite structures using high strength steel [10WCEE] |
| 618 | F.Pires & E.Cansado Carvalho | The behaviour of infilled reinforced concrete frames under horizontal cyclic loading [10WCEE] |
| 619 | T.P.Stoyanov | Microseismic noise investigation on the site of sensor factory [10WCEE] |
| 620 | M.Yamada | Practical ductility assurance of structures for aseismic design [10WCEE] |
| 621 | L.Tz.Tzenov & S.L.Dimova | Experimental study of the church 'Sveta Sofia' in Sofia [10WCEE] |
| 622 | S.Miwa, Y.Maekawa, M.Yamamoto, B.Guan & T.Minami | Forced vibration test on a horizontally '+' planned SRC building [10WCEE] |
| 623 | N.CSinghal & AR.Chandrasekaran | Vibration tests and earthquake analysis of two actual axisymmetric structures [10WCEE] |
| 624 | W.P.Graf & M.Mehrain | Analysis and testing of a flat slab concrete building [10WCEE] |
| 625 | L.Sanpaolesi, M.L.Beconcini, M.Casirati, M.Fumagalli & S.Viani | Dynamic and seismic tests on a prototype of a multistory building [10WCEE] |
| 626 | Y.Kitada, K.Ariizumi, T.Tanaka, H.Matsumoto, H.Watanabe & K.Shioya | Tuned liquid damper using heat storage tanks [10WCEE] |
| 627 | N. B.Avilés & K. Maruyama | Estimation of ductility of RC members under load reversals [10WCEE] |
| 628 | H.Aoyama, T.Murota, H.Hiraishi & S.Bessho | Development of advanced reinforced concrete buildings with high-strength and high-quality materials [10WCEE] |
| 629 | A.Beres, R.N.White, P.Gergely, S.P.Pessiki & A. El-Attar | Behavior of existing non-seismically detailed reinforced concrete frames [10WCEE] |
| 630 | E.Gutierrez, G.Magonette, D.Tirelli, G.Verzeletti & G.Franchioni | Real time and pseudodynamic tests on a SDoF reinforced concrete structure [10WCEE] |
| 631 | M.Mehrain & W.E.Gates | Cyclic shear tests of gypsum roof diaphragms [10WCEE] |
| 632 | N.Matsumoto, T.Watanabe, T.Mishima & K.Yokota | Lateral strength and plastic deformation of R.C. railway frame structure [10WCEE] |
| 633 | H.Sakata & A.Wada | Elasto-plastic behavior of one-twentieth scale RC frame [10WCEE] |
| 634 | J.Shen & H.Du | Inelastic earthquake response of space reinforced concrete frames [10WCEE] |
| 635 | K. Yoshimura, K. Kikuchi, M Kuroki & K. Yoshida | A new test setup for cruciform beam-column subassemblages subjected to earthquake loading [10WCEE] |
| 636 | A.B.King &S.J.Thurston | The racking behaviour of curtain wall glazing during simulated earthquake [10WCEE] |
| 637 | P.Gavrilović & V.Šendova | Experimental and analytical studies of infill walls in reinforced concrete structures [10WCEE] |
| 638 | F.V.Yanez, R.Park & T.Paulay | Seismic behaviour of walls with irregular openings [10WCEE] |
| 639 | H.Maniu, A.M.Ioani & E.Tripa | Structural investigation on the seismic performance of precast mixed shear walls [10WCEE] |
| 640 | T. Kabeyasawa & K. Matsumoto | Tests and analyses of ultra-high strength reinforced concrete shear walls [10WCEE] |
| 641 | H.Hiraishi, H.Tomatsuri,S.Mochizuki & Y.Kanoh | Structural design equations and recommendations for multi-storey shear walls [10WCEE] |
| 642 | S.Mochizuki | Shear behaviors of precast concrete wall panel structures with top connecting reinforcements of CFRP bars in vertical joints [10WCEE] |
| 643 | A.S.Elnashai | Effect of member characteristics on the response of RC structures [10WCEE] |
| 644 | S.Nikolić-Brzev, B.Petrović & R. Folić | Inelastic behaviour of reinforced concrete shear walls-energy approach [10WCEE] |
| 645 | B.S.Simeonov, E.Gjorgievska, Y. Pak, J. M. Pang & J. M. Pang & J.Mun | Experimental research for the hysteretical behaviour of reinforced concrete wall system of special structural scheme [10WCEE] |
| 646 | K.Katori, S.Hayashi, M.Ohta, H.Yoshida & Y.Higashibata | Experimental studies on shear behavior of shear-wall used precast concrete [10WCEE] |
| 647 | F.Lafolie & M.Bouchon | Behaviour of reinforced concrete walls subjected to alternating dynamic loads [10WCEE] |
| 648 | O.Chiba,T.Fukuda, T.Toritani, S.Kikuta, T.Teramoto & H.Kihara | Experimental and analytical studies on the seismic behavior of reinforced concrete frame-wall structural building [10WCEE] |
| 649 | S.I.Ianca | Reinforced concrete shear walls stressed by horizontal loads [10WCEE] |
| 650 | B.Petrović, N.Ivezić & S.Nikolić-Brzev | Numerical-experimental study of the reinforced concrete shear-wall behaviour under the seismic excitation [10WCEE] |
| 651 | T.Nakachi, T.Toda & T.Makita | Experimental study on deformation capacity of reinforced concrete shear walls-after flexural yielding [10WCEE] |
| 652 | G.Monti & C.Nuti | Cyclic tests on normal and lightweight concrete beam-column subassemblages [10WCEE] |
| 653 | Y.Sonobe, M.Hirosawa, M.Fujisawa, T.Iwakura & T.Kanakubo | Bond performance of light-weight concrete beams with double-layer reinforcement [10WCEE] |
| 654 | K.Oka & H.Shiohara | Tests of high-strength concrete interior beam-column-joint subassemblages [10WCEE] |
| 655 | K.A.Harries, W.D.Cook, R.G.Redwood& D.Mitchell | Concrete walls coupled by ductile steel link beams [10WCEE] |
| 656 | M.Saisho & K.Mitsunari | Dynamic restoring force characteristics of steel tube filled with super-high strength concrete [10WCEE] |
| 657 | S.Igarashi, S.Nakashima, H.Kadoya & M.Suzuki | Behavior of exposed-type 'fixed' column base connected to riser foundation concrete [10WCEE] |
| 658 | R.Yanez, T.Yamaguchi & H.Imai | Bond performance of a lapping joint developed for precast concrete columns [10WCEE] |
| 659 | G.S.Raffaelle, T.R.Gentry & J. K.Wight | Earthquake loading on R/C beam-column connections [10WCEE] |
| 660 | Y.Owada | Seismic behaviors of beam-column joint of reinforced concrete exterior frame under varying axial load [10WCEE] |
| 661 | A.Osman & A.Ghobarah | Behaviour of panel zones in extended end-plate joints [10WCEE] |
| 662 | I.Olariu, A. M. Ioani, N. Poienar & M.Cociardi | Seismic behaviour of steel fiber concrete beam-column [10WCEE] |
| 663 | H.Noguchi & T. Kashiwazaki | Experimental studies on shear performances of RC interior column-beam joints with high-strength materials [10WCEE] |
| 664 | Sh.Morita, Sh.Fujii, H.Murakami & T.Yamada | Bond decay of beam bars in joint region under load reversals [10WCEE] |
| 665 | K.Kitayama, S.Lee, S.Otani & H.Aoyama | Behavior of high-strength R/C beam-column joints [10WCEE] |
| 666 | S.W.Shin, K.S.Lee & S.K.Ghosh | High-strength concrete beam-column joints [10WCEE] |
| 667 | D. R. Constantinescu, J. van Kann, A.M. Pradhan, H. W.Ashadi & J. G. Bouwkamp | Pseudo-dynamic tests on composite steel/concrete joints [10WCEE] |
| 668 | J. J.Castro, T.Yamaguchi & H.Imai | Seismic performance of precast concrete beam-column joints [10WCEE] |
| 669 | R.Dimitrijević | Behaviour of semi-rigid prestressed connections of concrete structural elements under cyclic loading [10WCEE] |
| 670 | I.Ciongradi, R.Ciornei, M.Budescu, D.Stefan & D.Diaconu | Model experiments concerning the seismic behaviour of nuclear power-plant turbo-generator platform [10WCEE] |
| 671 | H.Saito, A.Imamura, M.Takeuchi, Y.Kasai, S.Okamoto & M.Yoshimura | Loading tests and analyses of various types of reinforced concrete slabs under different deformation speeds [10WCEE] |
| 672 | A J.Durrani & A.J.Diaz | Seismic resistance of fiber-reinforced slab-column connections [10WCEE] |
| 673 | H.Takagi & H.Matsubara | Ultimate shear force of R/C beam failed in bond splitting [10WCEE] |
| 674 | K.Kobayashi | Effect of bond and dowel action on shear capacity of RC beams [10WCEE] |
| 675 | M.Yoshimura & K.Tsumura | Test of reinforced concrete beams with lap splices at hinge region [10WCEE] |
| 676 | S.Inoue, S.Nakata, T.Miyagawa & M.Fujii | Energy dissipation of reinforced concrete beams under reversed cyclic loading [10WCEE] |
| 677 | H.Kinugasa & S.Nomura | Characteristics of fatigue damage for reinforced concrete beams under reversed cyclic loading [10WCEE] |
| 678 | H.Igarashi, M.Takeuchi, M.Arai, H.Murakami, S.Izumita & M.Fujisawa | Deformation capacity of reinforced concrete beams used high strength concrete and reinforcement [10WCEE] |
| 679 | R.Nudo & G. Sara | Effects of reinforcement continuity and homogeneity lacks on the behaviour of reinforced concrete columns subjected to transverse actions [10WCEE] |
| 680 | M.Shibata, A.Nakazawa, J.Mihara, K.Masuo & K.Minami | Development of a specially designed high-strength transverse reinforcement for square concrete columns [10WCEE] |
| 681 | T.Hasegawa, E.Watanabe, K.Sugiura & S.Harimoto | The effective cross section for strength and ductility [10WCEE] |
| 682 | J.Ogawa, J.Shibuya, M.Hoshi & Y.Abe | Earthquake damage evaluation of reinforced concrete columns [10WCEE] |
| 683 | H.Hosoya, I.Abe, K.Yasui & Y.Funayama | Effect of strain rates on strength and mode of failure of R/C members [10WCEE] |
| 684 | S.N.Bousias, G.Verzeletti, M.N.Fardis & G.Magonette | RC columns in cyclic biaxial bending and axial load [10WCEE] |
| 685 | L.L.Dodd & N.Cooke | Dynamic response of circular bridge piers [10WCEE] |
| 686 | D.Kato | Ductility of reinforced concrete columns with various reinforcing arrangements [10WCEE] |
| 687 | K.Kikuchi, K.Yoshimura, S.Ono & N.Yanagisawa | A proposal of new R/C short columns as an aseismic element with high strength and energy absorption capacity [10WCEE] |
| 688 | K. Kitajima, T. Koizumi, H.Akiyama, M. Kanda, M. Nakanishi & H.Adachi | Response characteristics of reinforced concrete columns under bi-directional earthquake motions [10WCEE] |
| 689 | I. Kogoma, T. Hayashida & C. Minowa | Experimental studies on the collapse of RC columns during strong earthquake motions [10WCEE] |
| 690 | BA.Lejano, N.Shirai, S.Amitu, H.Adachi & A.Ono | Deformation properties and shear resistance mechanism of reinforced concrete column with high and fluctuating axial force [10WCEE] |
| 691 | H. Kuramoto & K. Minami | Experiments on the shear strength of ultra-high strength reinforced concrete columns [10WCEE] |
| 692 | H.Sato & T.Kaminosono | Vertical splitting failure of high-strength RC columns after flexural yielding [10WCEE] |
| 693 | T.Takasaki & E.Inai | Axial stress ratio and drift allowed in R/C columns [10WCEE] |
| 694 | T.Nagashima, S.Sugano, H.Kimura & A.Ichikawa | Monotonic axial compression test on ultra-high-strength concrete tied columns [10WCEE] |
| 695 | Y.Ro, N.Sato, H.Yashiro & T.Yasuo | Study on the formation of plastic hinges and the failure of reinforced concrete columns [10WCEE] |
| 696 | H.Tsubosaki, R.Tamura & H.Tomatsuri | Experimental studies on seismic behavior of reinforced concrete columns strengthened with NCS unit [10WCEE] |
| 697 | SA.Sheikh | Effect of external restraint on the behavior of confined concrete columns [10WCEE] |
| 698 | I.Kohzu, K.Kaneta, K.Suita & Y.Hyodo | Inelastic response of steel structure subjected to two horizontal ground motions [10WCEE] |
| 699 | O.S.Bursi, K.H.Gerstle & P.B.Shing | Analysis and tests of a partially restrained braced frame subjected to seismic loadings [10WCEE] |
| 700 | C. Matsui & J. Sakai | Effect of collapse modes on ductility of steel frames [10WCEE] |