| 301 | Faella Giuseppe | Evaluation of the R/C structures seismic response by means of nonlinear static push-over analysis [11WCEE] |
| 302 | Fukano Kei, Itagaki Katuyoshi, Kishimoto Itizou, Nakatsuka Tadashi and Suzuki Kazuo | Research on the ultimate strength design method of prestressed concrete structures based on ductile capacity of structure [11WCEE] |
| 303 | Cosenza Edoardo and Manfredi Gaetano | Seismic design based on low cycle fatigue criteria [11WCEE] |
| 304 | De Stefano M. and Rutenberg A | Seismic instability and the force reduction factor of yielding structures [11WCEE] |
| 305 | Duldcska Endre | Ductility and the P-delta effect [11WCEE] |
| 306 | Pradhan Amir Man | Composite moment resistant frame design—ductility demand [11WCEE] |
| 307 | Iwan Wilfred D | The drift demand spectrum and its application to structural design and analysis [11WCEE] |
| 308 | Houghton K. M. andMcCabe S. L | Proposed displacement method to predict the lateral and torsional response of a class of multistory structures [11WCEE] |
| 309 | Lepage Rodriguez Andres | Seismic drift estimates for RC structures [11WCEE] |
| 310 | Moazzami Sara | Optimizing the energy dissipation in coupled wall structural systems [11WCEE] |
| 311 | hie Tatsuo, Mazda Taiji and Sumaya Allan Diaz | A study on estimation methods for responses of nonlinear hysteretic structures [11WCEE] |
| 312 | Hori Norio, Norio Inoue and Shibata Akenori | Inelastic seismic design procedure based on energy response behavior of RC structures [11WCEE] |
| 313 | Nakata Shinsuke, Aoyama Hiroyuki, Kubo Tetsuo and Fujitani Hideo | Application of new R/C materials to megastructural building systems in seismic zones [11WCEE] |
| 314 | Kawashima Kazuhiko and Sato Takashi | Relative displacement response spectrum and its application [11WCEE] |
| 315 | Cassis Juan H. and Cornejo Esteban | Influence of vertical irregularities in the response of earthquake resistant structures [11WCEE] |
| 316 | Qi Xiaoxuan and Chen Shuang | Dynamic behavior and seismic design of structural systems having multiple high-rise towers on a common podium [11WCEE] |
| 317 | Tremblay Robert | Influence of in-plane flexibility of roof diaphragm on the seismic response of single-storey braced frames [11WCEE] |
| 318 | King Andrew B. and Deam Bruce L | Earthquake resistance considerations for degrading systems [11WCEE] |
| 319 | Moroni Maria, Astroza Maximiliano and Mesias Paula | Displacement capacity and required story drift in confined masonry buildings [11WCEE] |
| 320 | Kappos A. J. and Tsakas A | Influence of capacity design method on the seismic response of R/C columns [11WCEE] |
| 321 | Nishiyama Minehiro and Watanabe Fumio | Seismic design procedure of concrete building structures by substitute damping [11WCEE] |
| 322 | Murty Challa V. R. and Nagar Amit | Effect of brittle masonry infills on displacement and ductility demand of moment resisting frames [11WCEE] |
| 323 | Cruz Ernesto and Cominetti Silvana | Influence of irregularities in height and different design criteria on the inelastic response of building models [11WCEE] |
| 324 | Shimazaki Kazushi | A primary design method oriented to the displacement response for high-rise reinforced concrete frame buildings subjected to earthquakes [11WCEE] |
| 325 | Leon Roberto T. | Design of partially restrained frames for seismic loads [11WCEE] |
| 326 | Lopez Oscar A. and Torres Ronald | Determination of maximum structural response to two horizontal ground motion components applied along any arbitrary directions, for application to building codes [11WCEE] |
| 327 | Vdsquez Jorge | Spectral superposition under two-directional excitation [11WCEE] |
| 328 | Bertero RaulD., Bertero Vitelmo V. and Teran-Gilmore Amador | Performance-based earthquake-resistant design based on comprehensive design philosophy and energy concepts [11WCEE] |
| 329 | Alonso Javier, Miranda Eduardo and Santa-Ana P | Inelastic displacement demands for structures built on soft soils [11WCEE] |
| 330 | Jankulovski E., Sinadinovski C. and McCue K. | Structural response and design spectra modelling: results from some intra-platc earthquakes in Australia [11WCEE] |
| 331 | Erkay Coskun and Karaesmen Erhan | Site effects and considerations for seismic code renewals [11WCEE] |
| 332 | Bonneville David R., Love Richard J. and Diagle Kathleen | Analytical considerations in the design of concrete parking structures [11WCEE] |
| 333 | Kuroiwa Julio | Integrated code for multihazard mitigation [11WCEE] |
| 334 | Heidebrecht Arthur C. and Naumoski Nove | Building code implications of new Canadian seismic hazard results [11WCEE] |
| 335 | Albanesi Silvio, Biondi Samuele, Cioppi Filippo and Massi Daniela | The influence of reinforcement buckling in the ultimate response of R. C. elements: a comparison with seismic codes [11WCEE] |
| 336 | Hwang Howard, Lin Huijie and Huo Jun-Rong | A study on site coefficients for new site categories specified in the NEHRP provisions [11WCEE] |
| 337 | Taylor Christopher P., Thomsen IV John H. and Wallace J. W. | Experimental verification of displacement-based design procedures for slender RC structural walls [11WCEE] |
| 338 | Flesch Rainer G. and Sokol Milan | Earlhquake-resistant-design of high-rise-buildings using different structural models and methods [11WCEE] |
| 339 | Men Kai, Jiao Mingjiang and Qiu Maode | The resistance earthquake design of the super high-rise R.C. building structure in China [11WCEE] |
| 340 | Zhang Qian-Guo and Chen De-Gao | Earthquake resistant design code for composite masonry wall system building in Shenyang metropolitan area (1995) [11WCEE] |
| 341 | Park Robert | The revised New Zealand concrete design standard [11WCEE] |
| 342 | Shipp John G. and Kallros Mikael | A rational ELF dynamic analysis for IBC 2000 [11WCEE] |
| 343 | HillHowardJ | Proportioning structures for adequate ductility [11WCEE] |
| 344 | Citipitiogu E. and Celebi'M. K. | Should the design response spectra be revised as a result of Northridge earthquake motions? [11WCEE] |
| 345 | Gudmestad Ove, Dahle Anders and Bungum Hilmar | Development of a seismic code for an interplate area; case study: Norway [11WCEE] |
| 346 | Bonato Miguel A., Marval Humberto, Vasallo Lino and Hernandez Adriana | Evaluation of response spectra derived from local accelerographic registers (Venezuela case) [11WCEE] |
| 347 | Salvitti L. M. and Elnashai A. S. | Evaluation of behaviour factors for RC buildings by nonlinear dynamic analysis [11WCEE] |
| 348 | Ishiyama Yuji and Asari Tetsuhiro | Structural characteristic factor to reduce seismic forces due to energy absorbing capacity [11WCEE] |
| 349 | Bonelli Patricio, Leiva Gilberto and Stow has Christian | The displacement seismic-design approach applied to R/C buildings [11WCEE] |
| 350 | Krawinkler H. | A few basic concepts for performance based seismic design [11WCEE] |
| 351 | Goel Rakesh K. and Chopra Anil K | Evaluation of code formulas for fundamental period of buildings [11WCEE] |
| 352 | Sandi Horea | Some needs and suggestions concerning the development of design regulations [11WCEE] |
| 353 | Azevedo Joao and Bento Rita | Design criteria for buildings subjected to pounding [11WCEE] |
| 354 | Neuenhofer Ansgar and Der Kiureghian Armen | Design for nonlinear seismic response combinations [11WCEE] |
| 355 | Yamanouchi Hiroyuki and Hasegawa Takashi | Seismic performance of model structures designed by old and new Japanese seismic design codes, against the 1995 Kobe earthquake ground motions [11WCEE] |
| 356 | Ghosh Satyendra K. and Munshi JaveedA | Assessment of seismic performance of a code designed reinforced concrete building [11WCEE] |
| 357 | Syrmakezis Costas A., Vayas Ioannis C. and Sophocleous Arts A | Ductility-irregularity correlation approach for building frames [11WCEE] |
| 358 | Garcia Luis E., Perez Alejandro and Bonacci John F | Cost implications of drift controlled design of reinforced concrete buildings [11WCEE] |
| 359 | Humar Jagmohan L. and Rahgozar Mohammad A | Concept of overstrength in seismic design [11WCEE] |
| 360 | Teshigawara Masaomi | Seismic design directions of structures with beam yielding type [11WCEE] |
| 361 | Cominetti Silvana and Cruz Ernesto | Evaluation of code type reduction factors for structures with irregularities in height and designed under different criteria [11WCEE] |
| 362 | Ristic Danilo, Zisi Nikola and Hristovski Viktor | New hysteretic micro-analytical model and energy based criteria for earthquake damage prediction of traditional and base-isolated structures [11WCEE] |
| 363 | Elwood Kenneth J. and Wen Yi-Kwei | Evaluation of a dual-level design approach for the earthquake resistant design of buildings [11WCEE] |
| 364 | Sasani Mehrdad and Anderson Don L | Displacement-based design versus force-based design for structural walls [11WCEE] |
| 365 | Rahgozar Mohammad A. and Hurnar Jagmohan L | Application of inelastic uniform hazard spectra in seismic design [11WCEE] |
| 366 | PiresJ. A., Ang A. H.-S. and Lee J.-C. | Target reliabilities for minimum life-cycle costs design: application to a class of R.C. frame-wall buildings [11WCEE] |
| 367 | Diaz Orlando, Mendoza Enrique and Esteva Luis | Reliability bases for the determination of seismic design response spectra [11WCEE] |
| 368 | Beck James L, Papadimitriou Costas, Chan Eduardo and Irfanoglu Ayha | Reliability-based optimal design decisions in the presence of seismic risk [11WCEE] |
| 369 | Ang A. H.-S. andDe Leon D | Determination of optimal target reliabilities for design and upgrading of structures [11WCEE] |
| 370 | Saito Taiki, Abe S. and Shibata Akenori | Reliability based seismic design criteria of reinforced concrete buildings in Japan [11WCEE] |
| 371 | Han Sang Whan | Method of determination of seismic design parameters based on reliability [11WCEE] |
| 372 | Collins Kevin R,, Wen Yi-Kwei and Foutch Douglas A | An alternative seismic design procedure for standard buildings [11WCEE] |
| 373 | Horton Steve, Barstow Noel and Jacob Klaus H. | Simulation of earthquake ground motion in Memphis, Tennessee [11WCEE] |
| 374 | Eguchi Ronald T. and Chang Stephanie E. | Losses associated with building damage in Memphis [11WCEE] |
| 375 | Kunnath Sashi Kumar, Valles-Mattox Rodolfo E. and Reinhom Andrei M | Evaluation of seismic damageability of typical R/C building in Midwest United States [11WCEE] |
| 376 | Huo Jun-Rong and Hwang Howard | Fragility of Memphis buildings [11WCEE] |
| 377 | Jones Barclay G. and Malik Ajay M. | The building stock in Memphis: relating structural type and use [11WCEE] |
| 378 | D'Ayala D. F., Spence R. J S., OUveira C. S. and Silva P | Vulnerability of buildings in historic town centres: a limit-state approach [11WCEE] |
| 379 | Dongwei Wang, Da Huo, Guiqing Li and Chen Yianyian | Reliability analysis of lifeline networks with vertex and correlation failures [11WCEE] |
| 380 | Liu Xuejie and O'Rourke Michael J | Key parameters for estimating buried pipe damage [11WCEE] |
| 381 | Huang Shingjian, Zhu Jiangang and Zhong Guoping | Application of theory of graphs to reliability analysis of network of lifeline engineering [11WCEE] |
| 382 | Milutinovic Zoran and Trendafiloski Goran S. | Importance of transportation systems and other lifelines for earthquake disaster preparedness [11WCEE] |
| 383 | Ando H. and Kobayashi M | Nonlinear characteristics of ground constraint on buried pipes caused by lateral displacement during earthquakes [11WCEE] |
| 384 | Mavridis George A. and Pitilakis Kyriazis D | Axial and transverse seismic analysis of buried pipelines [11WCEE] |
| 385 | Lee James P. and Bohinsky Joseph A | Design of buried pipeline subjected to large fault movements [11WCEE] |
| 386 | Vassilev Vanguel H. and Flores-Berrones Raul | Seismic analysis of segmented buried pipelines [11WCEE] |
| 387 | Kobayashi Mio and Ando Hirokazu | Dependence of longitudinal subgrade reaction on displacement velocity and cycles [11WCEE] |
| 388 | Stuart Richard, Shipley Larry, Ghose Amitava and Hiremath Mahantesh | Seismic and thermal analysis of buried piping [11WCEE] |
| 389 | Singhal N.C. | Seismic analysis of an aqueduct founded on piles [11WCEE] |
| 390 | Sekiguchi Koji, Matsuda Satoshi and Adachi Hirohiko | Numerical study on the effectiveness of stabilizing techniques of offshore pipelines against liquefaction [11WCEE] |
| 391 | Shinozuka Masanobu and Tanaka Satoshi | Effects of lifeline interaction under seismic conditions [11WCEE] |
| 392 | O'Rourke Michael J. and Bouabid Jawhar | Analytical damage estimates for concrete pipelines [11WCEE] |
| 393 | Cheng Luke, Nuguid Lota D | Seismic retrofit design of water pipelines crossing the Hayward fault [11WCEE] |
| 394 | Davis C. A. and Bardet J.P | Failure of a buried corrugated metal pipe during the 1994 Northridge earthquake [11WCEE] |
| 395 | Zhai Endi, Miyajima Masakatsu and Kitaura Masaru | Experimental study on effect of vertical ground motions upon ground amplification and damage to lifelines in liquefied area [11WCEE] |
| 396 | Wang Leon R.L | Some aspects of prioritization for rehabilitation of buried lifelines [11WCEE] |
| 397 | Chang Stephanie E | Economic impact of lifeline disruption in the January 17, 1995 Hanshin-Awaji earthquake [11WCEE] |
| 398 | LundLe Val | Utility lifeline lessons learned, January 17, 1994, Northridge earthquake [11WCEE] |
| 399 | Razaqpur A. G., Lau D. T. and Noruziaan B | Effects of contraction joint movements and concrete nonlinearity on the seismic response of arch dams [11WCEE] |
| 400 | Darbre G. R | Nonlinear dam-reservoir interaction analysis [11WCEE] |