| 501 | A.N.Tetior | Seismically stable buildings on hillsides [10WCEE] |
| 502 | S.Sorace & G.Terenzi | Scattering of the anelastic response to simulated ground motions [10WCEE] |
| 503 | J.O.Malley | Seismic design of the VA Palo Alto replacement hospital [10WCEE] |
| 504 | T.Sugano, J.Ohkawa & Y. Maeda | Dynamic design procedure for buildings in waterfront area [10WCEE] |
| 505 | M.G.Melkumian | Hysteresis model for the shear behaviour of R/C structures and its application in the nonlinear response analysis of the 9-storey frame buildings with diaphragms heavily damaged in the 1988 Spitak earthquake [10WCEE] |
| 506 | F.Suto | Quake-response modelling on an actual building and its resultant consideration compared with measurements [10WCEE] |
| 507 | M.Asano & S.Torii | The design and analysis of a building with atrium and large cantilever [10WCEE] |
| 508 | C-K.Choi & H.-K.Chung | Tall building design in the low seismicity area: The case of Korea [10WCEE] |
| 509 | H.R.Li, J.M.Pang, S.B.Jong, M.N.Han, D.H.Jang & B.Simeonov | Experimental investigation on ductility of the 105-storey hotel R.C. building structure [10WCEE] |
| 510 | T.Sugiyama, S.Doi & M.Kaneko | Travelling wave effects on a tall and narrow shape building based on observed data [10WCEE] |
| 511 | J.Th.Snaebjörnsson, G.Th.Gardarsdóttir & R.Sigbjörnsson | A study of earthquake induced structural response: Measurements and prediction [10WCEE] |
| 512 | J.C. Anderson & M.S.Aghabian | Seismic analysis of a 16 story building in Armenia [10WCEE] |
| 513 | M.çelebi | Highlights of Loma Prieta responses of four tall buildings [10WCEE] |
| 514 | H.Mukai, T.Hisatoku & I.Toriumi | The movement of tall building on surface ground in Osaka by principal shock and ' Atoyure' vibration [10WCEE] |
| 515 | B.Calderoni, R.Landolfo, P.Lenza &. F.M.Mazzolani | Comparative analysis of seismic elastoplastic behaviour of reinforced concrete and steel frames [10WCEE] |
| 516 | N.Fukuwa, H.Katukura & S.Nakai | Wave dispersion in the discrete analysis and proposal of optimal mass modeling [10WCEE] |
| 517 | M.Lai,Y.Li & C.Zhang | Analysis method of multi-rigid-body model for earthquake responses of shear-type structure [10WCEE] |
| 518 | H.Noé & P.Labbé | Sliding response spectrum for the design of nuclear polar cranes [10WCEE] |
| 519 | D.N. Farhey, M.A.Adin & D.Z.Yankelevsky | R/C flat slab-column frame connections: Analytical modelling [10WCEE] |
| 520 | M.T.Ahmadi, Gh.Khoshrang, A.Mokhtarzadeh & A.Jalalzadeh | Behavior of a large concrete dam due to an actual maximum credible earthquake [10WCEE] |
| 521 | H.Kubota & K.Yamabe | A study on aseismic properties of the five-storied pagodas [10WCEE] |
| 522 | E. P. Popov, J. M. Ricles & K. Kasai | Methodology for optimum EBF link design [10WCEE] |
| 523 | A.Ercolano | Seismic response of multiblock structures with unilateral constraints [10WCEE] |
| 524 | S.J.Hogan | On the dynamics of rigid block motion under harmonic forcing [10WCEE] |
| 525 | M.Dolce, V.D.Lorusso & A.Masi | Inelastic seismic response of building structures with flexible diaphragm [10WCEE] |
| 526 | L. Esteva | Nonlinear seismic response of soft-first-storey buildings subjected to narrow-band accelerograms [10WCEE] |
| 527 | Z.Ya & M.Yamada | Pulse response analysis of asymmetric structures [10WCEE] |
| 528 | K.Ohami, M.Murakami & H.Nemoto | Torsional vibration and in-plane floor vibration of a long-in-plan building [10WCEE] |
| 529 | L.T.Guevara, J.L.Alonso & E.Fortoul | Floor-plan shape influence on the response to earthquakes [10WCEE] |
| 530 | Y.Fukada, T.Kobayashi, M.Adachi, M.Nagata & Y.Hayashi | Torsional vibration of a building with stepped heights [10WCEE] |
| 531 | M.De Stefano, G. Faella & R.Ramasco | Inelastic spectra for eccentric systems [10WCEE] |
| 532 | T.Nakamura, Y.Tanaka & Y. Motora | Earthquake response of arbitrarily shaped structures in fluid [10WCEE] |
| 533 | P.Gašperšic, P.Fajfar & M.Fischinger | An approximate method for seismic damage analysis of buildings [10WCEE] |
| 534 | R.Alvarez & J. J. Benito | On the use of residual shapes in modal analysis [10WCEE] |
| 535 | M.Rodriguez | Pseudostatic testing related to damage potential of earthquakes [10WCEE] |
| 536 | A.A.Liolios & E.G.Galoussis | Seismic interaction between adjacent buildings under second-order geometric effects [10WCEE] |
| 537 | J.P.Conoscente, R.O.Hamburger & J.J.Johnson | Dynamic analysis of impacting structural systems [10WCEE] |
| 538 | K.Kasai, B.F.Maison, V.Jeng, P.C.Patel & J.A.Munshi | Seismic pounding effects - Survey and analysis [10WCEE] |
| 539 | K.V.Spiliopoulos & S.A.Anagnostopoulos | Earthquake induced pounding in adjacent buildings [10WCEE] |
| 540 | R.L.Boroschek & S.A.Mahin | Investigation of coupled lateral-torsional response in multistory buildings [10WCEE] |
| 541 | M.Bruneau | A proposed simple model for the study of seismic inelastic torsional coupling [10WCEE] |
| 542 | H.Sedarat & S.Gupta | Torsional response characteristics of regular buildings under different seismic excitation levels [10WCEE] |
| 543 | W.K.Tso & T.J.Zhu | Strength distribution for torsionally unbalanced structures [10WCEE] |
| 544 | E. Sordo & D. Bernal | Effect of torsional coupling on the stability of structures [10WCEE] |
| 545 | S.K.Jain & U.K.Mandal | Seismic response of horizontal setback buildings [10WCEE] |
| 546 | B.J.Davidson, R.C.Fenwick & B.T.Chung | P-delta effects in multi-storey structural design [10WCEE] |
| 547 | P.Argoul, H.Afra & P.Y.Bard | Characterization and identification of the non-linear behaviour of buildings [10WCEE] |
| 548 | Y.Lei & F.Ziegler | Random response of plane SCWB frames under severe seismic excitation [10WCEE] |
| 549 | J. R. Piqué & C.G. Matos | Modeling frames with shear walls: Linear or finite elements [10WCEE] |
| 550 | S. H.Zhang, J. Kanda & R. Iwasaki | Effect of distribution of yield-shear-force-coefficient on the probabilistic seismic safety of existing tall buildings [10WCEE] |
| 551 | V.K.Gupta & M.D.Trifunac | Higher order peaks in response of multistoried buildings [10WCEE] |
| 552 | St.H.Jerca & C.l.Amariei | A substructure technique for spatial analysis of multistorey buildings [10WCEE] |
| 553 | P.González | Considering earthquake direction on seismic analysis [10WCEE] |
| 554 | P.Negro, P. M. Jones & A.V. Pinto | A reduced degree of freedom approach in the pseudodynamic test method [10WCEE] |
| 555 | J.Vásquez | Eliminating apparent limitations in modal combination [10WCEE] |
| 556 | K.Meguro & M.Hakuno | Simulation of collapse of structures due to earthquakes using the extended distinct element method [10WCEE] |
| 557 | S.Yabana & Y.Hagiwara | Estimation on response of hysteretic non-linear system using momentary energy spectrum [10WCEE] |
| 558 | S. Basu, Pankaj & A. Kumar | On the importance of band limited excitation in direct integration analysis of structures [10WCEE] |
| 559 | C.Gong, M. Yener & H. Shen | Earthquake response analysis by numerical spline approximation [10WCEE] |
| 560 | E. Kausel & J.M. Roësset | Frequency domain analysis of undamped systems using the exponential window method [10WCEE] |
| 561 | M.Yener & H.Shen | Structural reliability analysis under earthquake loading [10WCEE] |
| 562 | M.Ritto-Corrêa & R.T.Duarte | Optimal nonlinear analysis by bayesian methods [10WCEE] |
| 563 | M.Kanda,N.Shirai & T.Sato | Numerical study on experimental error propagation of systems with complex hysteretic properties in pseudo-dynamic testing [10WCEE] |
| 564 | Y.Matsushima | Random response of hysteretic systems with viscous damping to white excitations [10WCEE] |
| 565 | A.Baratta & G.Zuccaro | High-reliability aseismic design [10WCEE] |
| 566 | T.Hirai, M.Nakata & K.Noguchi | Study on probabilistic response by Monte Carlo method [10WCEE] |
| 567 | S.A.Anagnostopoulos & D.A.Nikolaou | Behavior versus ductility factors in earthquake resistant design [10WCEE] |
| 568 | J.L.Beck & L.S.Katafygiotis | Probabilistic system identification and health monitoring of structures [10WCEE] |
| 569 | M.Hoshiya & A.Sutoh | Extended Kalman filter - Weighted local iteration method for dynamic structural identification [10WCEE] |
| 570 | O.Tsujihara & T.Sawada | Development of SLP for identification of structural systems [10WCEE] |
| 571 | H.Shibata, T.Shigeta & H.Komine | Stochastic model for response of slightly damped system obtained by long-term field observation [10WCEE] |
| 572 | H.A. Jensen & W.D.Iwan | A new approach to analyzing the earthquake response of structural systems with parameter uncertainties [10WCEE] |
| 573 | M.Hosseini & M.Ghafory-Ashtiany | A method for prediction of hysteretic response to earthquake excitations [10WCEE] |
| 574 | K.Asano & N.Tsuda | Structural design based on the optimum seismic reliability [10WCEE] |
| 575 | F.Y.Cheng & P.Tian | Generalized optimal active control algorithm for nonlinear seismic structures [10WCEE] |
| 576 | Á.A.M.F.Cunha | Structural safety assessment of building structures under earthquake hazard by the stochastic equivalent linearization method [10WCEE] |
| 577 | H.Shen, M.Yener & C.Gong | Double spline approximation in nonlinear dynamic response analysis [10WCEE] |
| 578 | E.F.Cruz & S.Cominetti | Nonlinear response of buildings, a parametric study [10WCEE] |
| 579 | P.Labbé & H.Noé | Ductility and seismic design criteria [10WCEE] |
| 580 | S.L.McCabe & W.J.Hall | Damage and reserve capacity evaluation of structures subjected to strong earthquake ground motion [10WCEE] |
| 581 | J.P.Conte | Effects of earthquake frequency nonstationarity on inelastic structural response [10WCEE] |
| 582 | K.Yoshida, M.Iizuka & NAndo | Loading path dependency [10WCEE] |
| 583 | A.Wada | Drift design of tall buildings [10WCEE] |
| 584 | T.Shiomi, Y.Ishikawa & H.Tsunekawa | Engineering visualization for seismic structure analysis [10WCEE] |
| 585 | N.C Donovan &N.F. Forell | Interaction between the engineering seismologist and the structural engineer [10WCEE] |
| 586 | H.Giuliani | A new approach for the integral solution of building design [10WCEE] |
| 587 | Y.Shimazaki, HAkiyama, M.Kato, S.Kusumoto, K.Fujita, E.Yoshikawa & K.Koyama | Seismic proving tests for nuclear power plant, no. 2 [10WCEE] |
| 588 | K.Ohtani, H.Shibata, M.Watabe, S.Kawakami & T.Ohno | Seismic proving tests for nuclear power plant, no. 1 [10WCEE] |
| 589 | M.Nakajima, H.Sato, Y.Karasawa, Y.Sasaki & J.Kawahata | Seismic proving tests for nuclear power plant, no. 3 [10WCEE] |
| 590 | K.Miyazumi, K.Matsuda, T.Hosokawa, T.Nishiyama,N.Katoh & T.Masao | Damping factors and resonant frequencies of a nuclear power plant estimated by observed earthquake motion [10WCEE] |
| 591 | P.S. Séco e Pinto, J. P. Bilé Serra, R.J.C.Cámara & S. B. Martins de Oliveira | Dynamic analysis of Las Cuevas dam [10WCEE] |
| 592 | A.C.Portugal & E.Sá Caetano | Experimental evaluation of the dynamic characteristics of Portuguese dams [10WCEE] |
| 593 | P. Paultre, J. Proulx, Z. H. Duron, T. M. Phat & O.Im | Dynamic testing of Outardes 3 gravity dam [10WCEE] |
| 594 | M.Bojadziev & T.Paskalov | Analytical and experimental investigation of dynamic behaviour of rock-fill dam model [10WCEE] |
| 595 | G. Manfredi, A. Masi & S. Mazzolani | Review of existing in experimental testing of masonry structures subjected to horizontal loads [10WCEE] |
| 596 | K. Udagawa & H. Mimura | Seismic behavior of steel frames with composite beams by pseudodynamic testing [10WCEE] |
| 597 | R. Morales & A. Delgado | Feasibility of construction of two-storey adobe buildings in Peru [10WCEE] |
| 598 | H.Kato, T.Goto, H.Mizuno & M.liba | Cyclic loading tests of confined masonry wall elements for structural design development of apartment houses in the Third World [10WCEE] |
| 599 | A.Pomonis, R.J.S.Spence, A.W.Coburn & C.Taylor | Shaking table tests on strong motion damagingness upon unreinforced masonry [10WCEE] |
| 600 | A.San Bartolomé, D.Quiun & D.Torrealva | Seismic behaviour of a three-story half scale confined masonry structure [10WCEE] |