| 401 | B.Weber | New method for time-domain analysis of dam-reservoir interaction [10WCEE] |
| 402 | G.H.McVerry& J.X.Zhao | Nonlinear modelling of the recorded response of Matahina Dam [10WCEE] |
| 403 | A.Noorzad & K.Bargi | Nonlinear seismic behaviour of gravity waterfront walls [10WCEE] |
| 404 | J.Q.Xie | The strong motion observation investigation of cracks in Xinfengjiang dam [10WCEE] |
| 405 | S.Igarashi | Earthquake resistant design of gravity-type and soil structures with friction response spectrum [10WCEE] |
| 406 | J.L.Humar & R.Chandrashaker | Treatment of interaction effects in the seismic response of gravity dams [10WCEE] |
| 407 | M.Galindo, M.Cervera & J.Oliver | Efficient solution schemes for fluid-structure-soil interaction problems [10WCEE] |
| 408 | B. H.Fan & J.J. Sled | Seismic evaluation of gravity dams - Practical aspects [10WCEE] |
| 409 | M.R.Maheri | Behaviour of Gilan dams during Iran earthquake of June 1990 [10WCEE] |
| 410 | B.Zadnik & T.Paskalov | Dam stability and time-dependent coefficient of friction [10WCEE] |
| 411 | G.Feltrin, M.Galli & H.Bachmann | Influence of cracking on the earthquake response of concrete gravity dams with reservoir [10WCEE] |
| 412 | A.K.Chopra & H.Tan | Modeling of dam-foundation interaction in analysis of arch dams [10WCEE] |
| 413 | Y.Ariga | Three-dimensional dynamic simulation analysis of existing arch dam [10WCEE] |
| 414 | R.Câmara & S.B.Oliveira | Safety evaluation of arch dams under seismic actions [10WCEE] |
| 415 | J.Miquel, E.Oñate & J.Buil | Finite element seismic analysis of dams including interaction effects - Computational model and validation [10WCEE] |
| 416 | J.Dominguez & O.Maeso | Model for the seismic analysis of arch dams including interaction effects [10WCEE] |
| 417 | G. L. Fenves, S. Mojtahedi & R. B. Reimer | Nonlinear earthquake analysis of arch dam/reservoir [10WCEE] |
| 418 | V.D.Milovanoviteh, P.Thomas & E.Bourdarot | Seismic behaviour of arch dams including site effects [10WCEE] |
| 419 | D.Hum & O.A.Pekau | Controlling seismic damage in precast large panel structures [10WCEE] |
| 420 | D. Liberatore, F.Braga, E.Mancinelli & S.Mazzolani | Comparison of different material models in simulating masonry behaviour under horizontal loads [10WCEE] |
| 421 | G.R.Kingsley, F.Seible & A.G.Kürkchübasche | Predictive and diagnostic analysis models for masonry buildings [10WCEE] |
| 422 | K. Miyazawa | Experimental and analytical study on the seismic resistibility of wooden wall-frame constructions subjected to horizontal forces [10WCEE] |
| 423 | I. Sakamoto, Y. Ohashi, M.Inayama & H.Isoda | Seismic performance of a glued-laminated timber frame [10WCEE] |
| 424 | N.Sakaguchi, H.Tominaga & Y.Murai | Analytical model of beam-column connections between steel beams and reinforced concrete columns [10WCEE] |
| 425 | A.M. Pradhan & J.G.Bouwkamp | Shear walls in hybrid construction for aseismic design [10WCEE] |
| 426 | W.Kim &L.-W.Lu | Hysteretic analysis of composite beam-to-column joints [10WCEE] |
| 427 | L. Boussabah & M. Bruneau | Review of the seismic performance of unreinforced masonry walls [10WCEE] |
| 428 | E. Karaesmen, C Erkay, N. Boyaci & A. I. Unay | Seismic behaviour of old masonry structures [10WCEE] |
| 429 | D.Abruzzese, M.Como & G.Lanni | On the lateral strength of multistory masonry walls with openings and horizontal reinforcing connections [10WCEE] |
| 430 | M.O.Moroni, M.Astroza & J.Gómez | Seismic force reduction factor for masonry building [10WCEE] |
| 431 | M.Teshigawara | Earthquake analysis on five-story reinforced masonry building - Analyses on service and yield phase response [10WCEE] |
| 432 | T.Hasegawa & H.Yamanouchi | The effect of weak beam-to-column joint panels on seismic performance of steel building structures [10WCEE] |
| 433 | M.Nakashima | Variation and prediction of deformation capacity of steel beam-columns [10WCEE] |
| 434 | P.J. Madas & A. S. Elniashai | A component-based model for beam-column connections [10WCEE] |
| 435 | M.Tabuchi, H.KanatanU T.Kamba, M.Yamanari & H.Uemori | Effect of joint panels on elastic-plastic behavior of moment resisting frames [10WCEE] |
| 436 | Y.Koitabashit, K.Ukai & Y.Kono | Study on seismic capacity of super-high tensile steel braced frames [10WCEE] |
| 437 | K.Takanashi, K.i.Ohi, L.Meng & Y.Chen | Collapse simulation of steel frames with local buckling [10WCEE] |
| 438 | E.Fehling, W.Pauli & J.G.Bouwkamp | Use of vertical shear-links in eccentrically braced frames [10WCEE] |
| 439 | L.Calado | Influence of the cross-section of steel beam columns on the seismic design [10WCEE] |
| 440 | A.Watanabe & H.Nakamura | Study on the behavior of buildings using steel with low yield point [10WCEE] |
| 441 | N.Scibilia & P.Colajanni | Plastic design of steel EBFs connected to R.C. walls [10WCEE] |
| 442 | K.Z.Truman & D.J.Petruska | Parametric optimal design of steel structures [10WCEE] |
| 443 | F.M.MazzoIani, E.Mele & V.Piluso | The seismic behaviour of steel frames with random material variability [10WCEE] |
| 444 | T.Hirotani, H.Taniguchi, M.Yamamoto & M.Izumi | Nonlinear dynamic analysis of X-steel braces for design use [10WCEE] |
| 445 | C.Z.Chrysostomou, P.Gergely & J. F.Abel | Nonlinear seismic response of infilled steel frames [10WCEE] |
| 446 | L.Meng, K.Takanashi & K.i.Ohi | Collapse modes of steel frames under earthquake excitations [10WCEE] |
| 447 | D.A.Foutch, C-Y.Yu & Y.K.Wen | Reliability of steel frame buildings under seismic load [10WCEE] |
| 448 | T.Okada & K.Takanashi | The resonance responses of steel structure with sliding floor loads [10WCEE] |
| 449 | D.Mpoufidis, G.C.Manos & M.K.Triamataki | Correlation of observed seismic performance of a typical Greek R.C. structure with numerical predictions [10WCEE] |
| 450 | J. F.Stanton, N. M. Hawkins & M.O. Eberhard | Seismic connections for precast concrete structures [10WCEE] |
| 451 | J.I.Restrepo, R.Park & A.H.Buchanan | Tests on precast concrete resisting frame components typical from New Zealand [10WCEE] |
| 452 | S.Okamoto&H.Kato | Earthquake response characteristics of prestressed concrete building structures [10WCEE] |
| 453 | F.Watanabe, M.Nishiyama & H.Muguruma | A consistent seismic design concept of prestressed concrete buildings [10WCEE] |
| 454 | S.Albanesi & S. Biondi | Cyclic post-elastic behavior of critical regions of R.C. beam-column joints [10WCEE] |
| 455 | H.Tanaka& R.Park | Strength and ductility of reinforced concrete columns with interlocking spirals [10WCEE] |
| 456 | Y.P.Sun & K.Sakino | Flexural behavior of reinforced concrete columns in square steel tube [10WCEE] |
| 457 | K. Masuo | Estimation of deformation capacity of reinforced concrete columns failing in flexure [10WCEE] |
| 458 | T.Ichinose | Shear failure of R/C members after flexural yielding [10WCEE] |
| 459 | Y.Sakai & H.Aoyama | Design requirements for ductile RC frame structures [10WCEE] |
| 460 | H.Nakamur,Niwa & T.Tanabe | An analytical evaluation of the ductility of reinforced concrete members [10WCEE] |
| 461 | T.Nagao & S.Takahashi | Development of reinforced concrete encased steel brace with high ductility capacity [10WCEE] |
| 462 | T.Murakami,T.Fukushima, K.Minami & M.Wakabayashi | A study on the ultimate strength and ductility of circular reinforced concrete columns with multi-directional diagonal reinforcements [10WCEE] |
| 463 | P. Dayaratnam | Reinforcement detailing in RCC building frames [10WCEE] |
| 464 | M.Mochizuki & N.Onozato | Simplified formula for estimating maximum strength of multistory framed shear walls and discriminant of their failure modes [10WCEE] |
| 465 | J.S.Yang, F.Y.Cheng & M.S.Sheu | Inelastic modelling of backbone curve and hysteresis rules for low-rise R.C. perforated shear walls [10WCEE] |
| 466 | A. Vulcano | Use of wall macroscopic models in the nonlinear analysis of RC frame-wall structures [10WCEE] |
| 467 | J.Fu, A.Shibata, J.-i.Shibuya & T.Saito | 3-D inelastic earthquake response of RC frames with shear walls [10WCEE] |
| 468 | J.P.Moehle | Displacement based design of RC structures [10WCEE] |
| 469 | A.Elenas | General 3D-analysis of asymmetric multistorey R.C. structures [10WCEE] |
| 470 | P.G. Papadopoulos | Simple analysis of RC frames with soft first story [10WCEE] |
| 471 | K.Shimazaki | Seismic coefficient distribution of high-rise reinforced concrete buildings [10WCEE] |
| 472 | R.Valles, S.K.Kunnath & A.M.Reinhorn | Seismic evaluation of lightweight RC flat plate building in region of low to moderate seismicity [10WCEE] |
| 473 | L. Decanini & A.Giuffré | Seismic actions on the different floors of R/C buildings [10WCEE] |
| 474 | M. F. Bendimerad & H. C. Shah | Seismic behavior of reinforced concrete frame structures [10WCEE] |
| 475 | M.Murakami, K.Hara, H.Yamaguchi & S.Shimazu | Seismic capacity of reinforced concrete buildings which suffered 1987 Chibaken-toho-oki earthquake [10WCEE] |
| 476 | R.Riddell | Performance of R/C buildings in the 1985 Chile earthquake [10WCEE] |
| 477 | M. Saiidi, E. Maragakis & S. Feng | Linear analysis of R/C buildings for the Whittier earthquake [10WCEE] |
| 478 | A.Cipollina, R.Febres-Cedillo & J.Flórez-López | A model of plasticity coupled to damage for RC frames [10WCEE] |
| 479 | M.Kibayashi, T.Hisatoku, T.Nagano, T.Kitano,H.Yoshida & M.Ohue | A study on damping effect of dissipation energies by viscous damping and hysteresis loop on earthquake responses [10WCEE] |
| 480 | H.G. Kwak & F.C. Filippou | Finite element analysis of reinforced concrete structures under monotonic and cyclic loads [10WCEE] |
| 481 | F.C.Filippou & N.Zulfiqar | Models of critical regions and their effect on the seismic response of reinforced concrete frames [10WCEE] |
| 482 | Y.Nakano, F.Kumazawa & T.Okada | Bidirectional behavior of R/C weak model structure [10WCEE] |
| 483 | J.C.Esquivel | Influence of some parameters on the inelastic earthquake response using different hysteretic models for reinforced concrete [10WCEE] |
| 484 | T.Miyama | Seismic response of multi-storey frames equipped with energy absorbing story on its top [10WCEE] |
| 485 | B.J.Goodno, J. I.Craig, L.El-Gazairly & C.-CHsu | Use of advanced cladding systems for passive control of building response in earthquakes [10WCEE] |
| 486 | K.-N. Li | Nonlinear earthquake response of R/C space frame with triaxial interaction [10WCEE] |
| 487 | J. I.Craig, B.J.Goodno, J.-P.Pinelli & C.Moor | Modeling and evaluation of ductile cladding connection systems for seismic response attenuation in buildings [10WCEE] |
| 488 | S.Hiehata, K.Ogasawara, M.Takahashi, T.Nasu, N.Niwa & T.Kobori | Performance verification of actual seismic response controlled structure with AVS system [10WCEE] |
| 489 | R.Villaverde & L.A.Koyama | Augmentation of inherent damping in buildings with damped resonant appendages [10WCEE] |
| 490 | N.Kani, K.Ogura, O.Tsujita, O.Hosozawa & Y.Shinozaki | A design method and development of damping amplifier system for passive response-controlled structure [10WCEE] |
| 491 | Z.-X.Li, C.Franciosi & Y.-A.He | Optimal damper control for 3-dimensional tall buildings under earthquake excitations [10WCEE] |
| 492 | H. Iemura, K. Ohshima & T.Nakata | Earthquake energy partitioning in bridge structures with seismic isolators [10WCEE] |
| 493 | T.Sakurai, K.Shibata, S.Watanabe, A.Endoh, K.Yamada, N.Tanaka & H.Kobayashi | Application of joint damper to thermal power plant buildings [10WCEE] |
| 494 | M.Miyazaki & Y.Mitsusaka | Design of a building with 20% or greater damping [10WCEE] |
| 495 | R.D.Hanson, C.Xia & Y.-FSu | Design of supplemental steel damping devices for buildings [10WCEE] |
| 496 | V.Ciampi, A. Paolone & M.De Angelis | On the seismic design of dissipative bracings [10WCEE] |
| 497 | O.A.Pekau & E.Mastrangelo | Seismic performance of friction damped asymmetric structures [10WCEE] |
| 498 | S.Vezina, P.Proulx, R.Pall & A.Pall | Friction-dampers for aseismic design of Canadian Space Agency [10WCEE] |
| 499 | B.Mohraz, Y.C.Jian & C.J.Chang | A mode superposition procedure for seismic analysis of nonlinear base-isolated structures [10WCEE] |
| 500 | A.Filiatrault, R.Tinawi & P. Léger | The use of energy balance in nonlinear seismic analysis [10WCEE] |