| 301 | S.Unjoh & K.Kawashima | Seismic inspection and seismic strengthening method of reinforced concrete bridge piers [10WCEE] |
| 302 | K.Yokoi, H.Mizuguchi, H.Shima & R.Aki | Effect of second coming earthquake's waveform on dynamic behavior of repaired reinforced concrete bridge piers [10WCEE] |
| 303 | A.S.Arya, S.K.Thakkar & S.M.Bakir | Retrofitting of an earthquake damaged reinforced concrete bridge [10WCEE] |
| 304 | W.E.Gates,M.R.Nester & T.R.Whitby | Managing seismic risk: A case history of seismic retrofit for a non-ductile reinforced concrete frame high rise office building [10WCEE] |
| 305 | H.Ramirez-de-Alba, E.Martinez-Rueda & J.De la Colina-Martinez | Behaviour of RC frame models strengthened with walls [10WCEE] |
| 306 | T.Akiyama, M.Hirosawa, K.Imai, Y.Yamamoto & Y.Matsuzaki | A study on shear capacity of post-installed bonded anchors [10WCEE] |
| 307 | W.J.Ammann | Fastening systems under seismic loading conditions [10WCEE] |
| 308 | Y.Hosokawa | Post-installed anchor bolts subjected to tension [10WCEE] |
| 309 | S.M.Alcocer | Rehabilitation of RC frame connections using jacketing [10WCEE] |
| 310 | T.Fuse, K.Okuta, K.Hiramatsu, T.Ozawa & N.Hara | Cyclic loading tests of reinforced concrete column strengthened with steel tube [10WCEE] |
| 311 | K.Izuno & T.Ohkawa | Quantification of repair effect for RC members using inelastic earthquake response analysis [10WCEE] |
| 312 | D. P. Singh | Repair and strengthening of reinforced concrete beams [10WCEE] |
| 313 | A.Tasai | Effective repair with resin for bond failure of RC members [10WCEE] |
| 314 | T.Yamamoto | FRP strengthening of RC columns for seismic retrofitting [10WCEE] |
| 315 | J.A.Pincheira & J.O.Jirsa | Post-tensioned bracing for seismic retrofit of RC frames [10WCEE] |
| 316 | Y.T.agawa, H.Aoki, T.Huang & H.Masuda | Experimental study of new seismic strengthening method for existing RC structure [10WCEE] |
| 317 | Y.Yamamoto & H.Umemura | Analysis of reinforced concrete frames retrofitted with steel brace [10WCEE] |
| 318 | K.Pilakoutas & S.Dritsos | Design of structural repair schemes for RC structures [10WCEE] |
| 319 | D.Rodriguez M. & M.León O. | Retrofitting existing reinforced concrete structures [10WCEE] |
| 320 | K.C.Chang, T.T.Soong, S.-T.Oh & M.L.Lai | Seismic response of steel-frame structures with added viscoelastic dampers [10WCEE] |
| 321 | S..T.Oh, K.C.Chang, M.L.Lai & E.J.Nielsen | Seismic response of viscoelastically damped structure under strong earthquake ground motions [10WCEE] |
| 322 | G.C.Delfosse & RGDelfosse | Seismic rehabilitation of a shear wall building by means of base isolation [10WCEE] |
| 323 | H. E. Keshtkar & R. D. Hanson | Rehabilitation of buildings using multiple levels of passive control [10WCEE] |
| 324 | B.CJiandra, RR.Bose & B.C.Nath | Analytical study of seismically vulnerable RC buildings and their strengthening [10WCEE] |
| 325 | M.D.Canales, R.Briseho de la Vega | Retrofitting techniques used in telephone buildings in Mexico [10WCEE] |
| 326 | ENateghi.A & B.Shahbazian | Seismic evaluation, upgrading and retrofitting of structures: Recent experiences in Iran [10WCEE] |
| 327 | S.Nakashima | Mechanical characteristics of steel column-base connections repaired by concrete encasement [10WCEE] |
| 328 | D.F Tudor & G.C.Ciuhandu | Design principles concerning the strengthening of coupling beams [10WCEE] |
| 329 | R.Valluvan, M.KKreger & J.OJirsa | Strengthening of column splices in infilled shear walls [10WCEE] |
| 330 | Y Kamiya, H.Saitou, T.Watanabe, T.Ozawa & Y.Yamazaki | Post-earthquake countermeasures for damaged building in Shizuoka Prefecture [10WCEE] |
| 331 | ATeran & J.Ruiz | Reinforced concrete j acketing of existing structures [10WCEE] |
| 332 | V Y Bertero | Seismic upgrading of existing structures [10WCEE] |
| 333 | A. Carotti | Notes on subsystems sizing criteria in active aseismic protection of strategic buildings [10WCEE] |
| 334 | N.Kusano, H.Yamamoto, K.lmai & K.Horikoshi | Dynamic behavior of semi gravity type offshore structure [10WCEE] |
| 335 | P.M.Quijada, M.E.Martinez & R.González | Structural reliability of platforms [10WCEE] |
| 336 | O.A.Lopez, J.Grases, L.Boscan & M.Rojas | Seismic retrofitting of oil refinery equipment [10WCEE] |
| 337 | Z.Chen & D.Song | Earthquake disaster research of shaft and tunnel engineering in mining area [10WCEE] |
| 338 | Y.Sasaki & J.Yoshimura | Dynamic discrete modeling and computer simulation of seismic response of concrete stave silos with structural discontinuity [10WCEE] |
| 339 | M.P. Singh, T.S.Chang & L.E.Suarez | Seismic design response of rotating machines [10WCEE] |
| 340 | J.Tohma & TJwatate | Seismic PRA of electric power supply systems [10WCEE] |
| 341 | R. Flores A., E.Arze L. & R. Flores C. | Seismic analysis of coke ovens batteries [10WCEE] |
| 342 | A.Ghobarah & T.A. Baumber | Seismic behaviour of tall industrial masonry chimneys [10WCEE] |
| 343 | D.Zhang, Z.Wu, Z.Xiao & S.Wen | Experimental and analytical studies of a smokestack [10WCEE] |
| 344 | N.Ohbo, K.Hayashi, K. Ueno & Y.Kaneko | Dynamic behaviour of super deep vertical shaft during earthquake [10WCEE] |
| 345 | T.Mikami & J.Yoshimura | Free vibrations of submerged floating cylindrical shells [10WCEE] |
| 346 | E.Arze L. | Seismic design practices of industries [10WCEE] |
| 347 | D.T.Lau, X.Zeng & R.W.Clough | Dynamic uplift analysis of unanchored cylindrical tanks [10WCEE] |
| 348 | K. Koyama, N. Kusano, H. Ueno & T. Kondoh | Dynamic earth pressures acting on LNG in-ground storage tank during earthquakes [10WCEE] |
| 349 | H. Akiyama | Earthquake resistant limit state design for cylindrical liquid storage tanks [10WCEE] |
| 350 | N.Shimizu | Seismic capacity design of vertical pressure vessels [10WCEE] |
| 351 | N.Ungureanu & Al.Negoiţă | About the earthquake response of the flexible storage tanks [10WCEE] |
| 352 | K.Fujita, T.Ito, K.Baba, M.Ochi & K.Nagata | Dynamic buckling analysis for cylindrical shell due to random excitation [10WCEE] |
| 353 | C-B.Yun, Y-S.Kim,J.-M.Kim,J.-W.Kim, J.-M.Seo & Y-S.Choun | Fluid-structure interaction analysis for spent fuel storage structures [10WCEE] |
| 354 | G.C.Manos | Study of the vibratory characteristics of unanchored cylindrical liquid storage tank models [10WCEE] |
| 355 | T.Suzuki, K.Tamaniatsu & T.Fukasawa | Seismic response characteristics of transmission towers [10WCEE] |
| 356 | A.M.Memari, M.M.Ahmadi & B.Rezaee | Behavior of reinforced concrete water towers during Manjil-Roudbar earthquake of June 1990 [10WCEE] |
| 357 | C.J.Costantino, C.A. Miller, T.Cheng & G.Bagchi | Guidelines for seismic evaluation of nuclear facilities [10WCEE] |
| 358 | K.Sekiguchi, Y.Matsuzaki, S.Hashimoto & H.Kimura | Study on construction system using PCa composite members for large scale structures [10WCEE] |
| 359 | M.Kato, Y.Watanabe & A.Kato | Study on failure mode of seismic isolated reactor building [10WCEE] |
| 360 | H. Morishita, M. Hirota, M. Mashimo, M. Hasegawa, Y. Hayashi & N. Kataoka | Vertical response characteristics of a nuclear reactor building during earthquakes [10WCEE] |
| 361 | T.Watanabe, M.Hasegawa, Y.Hayashi, N.Kataoka & M.Mashimo | Simulation analysis of vertical response of a nuclear reactor building [10WCEE] |
| 362 | J.Mizuno & A.H.-S.Ang | Seismic safety against ultimate failure of nuclear containment structures [10WCEE] |
| 363 | A.C. Pal | Seismic analysis and design of nuclear power plants [10WCEE] |
| 364 | C.Huerta, E.Laso, S.Gomez-Lera & E.Alarcon | Importance of local modes in seismic response of bridges [10WCEE] |
| 365 | C.T.Vaz | Quantification of behaviour coefficients for RC bridges [10WCEE] |
| 366 | C.Nuti | Seismic analysis of isolated bridges [10WCEE] |
| 367 | W.J.Kim & A.H.S.Ang | Damage assessment of existing bridge structures with system identification [10WCEE] |
| 368 | S.Kitagawa, K.Uno, T.Aso & T.Yasumatsu | Dynamics and dispersion mechanism in a four span bridge [10WCEE] |
| 369 | G.S.Shestoperov & V.I.Shesterikov | Inspection and reconstruction of bridges after earthquakes in the Caucasus [10WCEE] |
| 370 | L.Briseghella | Alemagna motorway, Venezia-Munich: Dynamic behaviour of Fadalto viaduct [10WCEE] |
| 371 | Z.Feng & X.Zhu | Inelastic seismic response of pile supported bridge piers [10WCEE] |
| 372 | H.Kameda, Y.Maekawa, N.Sasaki & Y.Murono | Dynamic structure-vehicle interaction for seismic load evaluation of highway bridges [10WCEE] |
| 373 | Y.S.Liu & F.Z.Huang | Bridge abutment sliding and its seismic response in liquefied areas [10WCEE] |
| 374 | R.G.Flesch | Limitations for a ductile design of bridges [10WCEE] |
| 375 | A.M.Abdel Ghaffar, A.S.M.Niazy & S.F.Masri | Seismic performance evaluation of suspension bridges [10WCEE] |
| 376 | T.Hayashikawa, Y.Kakuta, T.Kaneko, Y.Matsui &. N.Sugawara | Dynamic response analysis of three-dimensional strutted rigid-frame bridge with horizontally bent-angles [10WCEE] |
| 377 | Y.Matsui, T.Hayashikawa, Y.Kakuta, T.Kaneko & N.Sugawara | Calculation of natural periods of bridge structures by using static frame method [10WCEE] |
| 378 | X.-L.Zhang & X.-Y.Yan | A method for evaluating earthquake resistant behaviour of bridge [10WCEE] |
| 379 | S.Yamanobe, A.S.Cakmak, T.Takeda & T.Ichinomiya | Seismic safety of prestressed concrete cable-stayed bridges [10WCEE] |
| 380 | L.Fan,S.Hu & W.Yuan | Nonlinear seismic response analysis of long-span cable-stayed bridge [10WCEE] |
| 381 | M.A.Garevski & R.T.Severn | Dynamic analysis of cable stayed bridges by means of 3D analytical and physical modelling [10WCEE] |
| 382 | K. Kawashima & S. Unjoh | Damping characteristics of cable stayed bridges [10WCEE] |
| 383 | M.Kitazawa, K.Nishimori, J.Noguchi & I.Shimoda | Earthquake resistant design of a long-period cable-stayed bridge [10WCEE] |
| 384 | C.Leelawat, T.Niiro & E.Kuribayashi | Reliability analysis on bridge piers subjected to seismic load [10WCEE] |
| 385 | N.M.Auciello | Stability of arch bridges on elastic soil [10WCEE] |
| 386 | H.Ohuchi, T.Matsuda & Y.Goto | A study on the Cypress Viaduct collapse and seismic performance of a retrofitted bent [10WCEE] |
| 387 | M.E.Tuna, H.Can & E.Atimtay | Tall bridge pier with superstructure-pier-foundation interaction [10WCEE] |
| 388 | E.Luz & S.K.Chen | Covariance analysis of multisupported linear structures [10WCEE] |
| 389 | R.Alireza & G.Amin | An investigation into the effect of earthquake on bridges [10WCEE] |
| 390 | A.Der Kiureghian & A.Neuenhofer | Response spectrum method for incoherent support motions [10WCEE] |
| 391 | C.Oteo, M.E.Martin, M.T.Mateos, V.Cuéllar & C.Olalla | Effect of the construction procedure on the dynamic behaviour of the clay in the core of an earth dam [10WCEE] |
| 392 | COlalla, V.Cuellar & J.L.Monte | Application of the Newmark method to the results obtained from a dynamic finite element analysis of an earth dam [10WCEE] |
| 393 | H.S.Sayed & A.M.Abdel-Ghaffar | System identification of nonlinear seismic response of earth dams [10WCEE] |
| 394 | F.Rodríguez-Roa, G.Noguera & J.L.Osorio | Seismic analysis of Melado dam [10WCEE] |
| 395 | V.G.Breaban, A.I.Chiriac & M.C.Iordache | Numerical model for evaluating the seismic response of earth dams [10WCEE] |
| 396 | Z.Xu | Analysis of longitudinal vibration of earth dam in triangular canyons [10WCEE] |
| 397 | M.Yasunaka & S.Masukawa | Seismic response analysis of a filldam with three-directional input of earthquake motion [10WCEE] |
| 398 | L.Bolognini, P.Masarati, A.Dusi & C.Galimberti | Arch dams non-linear seismic analysis using a joint finite element [10WCEE] |
| 399 | M.Ciccotelli & F.Bettinali | Probabilistic evaluation of the response of arch dam-reservoir systems to uncorrected seismic excitation [10WCEE] |
| 400 | S.G.Nomachi, K.G.Matsuoka, N.Kishi, M.Takahashi & K.Kohari | Seismic analysis of a continuous underground deep wall [10WCEE] |