Proceedings of the World Conference on Earthquake Engineering

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Showing 22034 total records

Sr. No.AuthorTitle
19001Phan L. T. and Lew H. SStrengthening methodology for lightly reinforced concrete frames [11WCEE]
19002Tabata Ken and Nakachi TadaharuRepair of high-strength reinforced concrete beam-column joints [11WCEE]
19003Frosch Robert J., Li Wanzhi, Kreger Michael E. and Jirsa James 0Seismic strengthening of a nonductile RC frame using precast infill panels [11WCEE]
19004Ghobarah A., Aziz T. S. and Biddah ARehabilitation of reinforced concrete beam-column joints [11WCEE]
19005Bouadi Abdelhakim and Engelhardt Michael DOn design of EBFs for seismic retrofit on reinforced concrete frames [11WCEE]
19006Sakino Kenji, Sun Yu-Ping and Aklan Amin MEffects of wall thickness of steel tube on the behavior of square tubed R/C columns [11WCEE]
19007Ozdemir P. and Boduroglu H.A new and efficient approach for repair and strengthening of short columns [11WCEE]
19008Nomura Setsuro, Kinugasa Hideyuki and Kawato ShinRestoring force characteristics and dynamic behavior of RC frame structure before and after repair of the damaged beam end [11WCEE]
19009Aboutaha Riyad S. and Jirsa James 0Steel jackets for seismic strengthening of concrete columns [11WCEE]
19010Dritsos Stephanos E.Flexural behaviour of retrofitted RC beams [11WCEE]
19011Beardall John R. and Johnson Martin W.Seismic rehabilitation of a ten-story concrete frame building using visco-elastic damping elements [11WCEE]
19012Horacio, Villalta Cesar A. and Roque GuadalupeExperimental study of a flat slab frame model strengthened with wing walls [11WCEE]
19013Goel Subhash C and Masri Adnan C. Seismic strengthening of RC slab-column frames with ductile steel bracing [11WCEE]
19014Guerrero Jose J., Gomez Bernardo and Gonzalez Oscar Mi.Jacketing of reinforced concrete members [11WCEE]
19015Terdn-Gilmore AmadorRehabilitation of infilled non-ductile frames with post-tensioned steel braces [11WCEE]
19016Miyamoto Kit and Scholl RogerCase study: seismic rehabilitation of a non-ductile soft story concrete structure using viscous dampers [11WCEE]
19017Katsumata Hideo and Kobatake YoshirouSeismic retrofit with carbon fibers for reinforced concrete columns [11WCEE]
19018Bleiman David, Kasai Kazuhiko, Han Xueming, Higgins Christopher, Hodgson Ian and Rides James M.Repair of damaged steel moment frame connections with bolted brackets [11WCEE]
19019Arya Anand SSeismic retrofitting of stone houses in Marathwara area, India [11WCEE]
19020AlcocerS. M., Ruiz J., Pineda J. A. andZepeda J. ARetrofitting of confined masonry walls with welded wire mesh [11WCEE]
19021Schwegler G. and Kelterbom PEarthquake resistance of masonry structures strengthened with fiber composites [11WCEE]
19022Kehoe Brian E.Performance of retrofitted unreinforced masonry buildings [11WCEE]
19023Momin S. S., Nikolic-BrZev S. and Bajoria K. M.Seismic retrofitting of masonry buildings damaged in the September 1993 earthquake in India [11WCEE]
19024Rai Durgesh C.Hysteretic behavior of unreinforced masonry piers strengthened with steel elements [11WCEE]
19025Perez-Ruiz R. and Escamilla-Aguilar SDesign of a very irregular touristic complex in a region of high seismicity [11WCEE]
19026Wyllie LoringAStrengthening strategies for improved seismic performance [11WCEE]
19027Posleman-Oro R. E., Wiederhold M. B., Monguilner C. A., Bustos J. L. and Zaragoza A. CAnalysis of the dynamic performance of buildings before and after their strengthening [11WCEE]
19028Catarig Alexandru, Kopenetz Ludovic andAlexa PavelRehabilitation of structures via membranes [11WCEE]
19029Fritz-de la Orta GustavoScreeting methodology for the seismic assessment of particular buildings in Los Alamos National Laboratory [11WCEE]
19030Munkhammar AkeSeismic quality declaration of buildings [11WCEE]
19031Giilkan P., Sozen M. A., Demir S. and Ersoy U.An alternative evaluation for determining seismic vulnerability of building structures [11WCEE]
19032Filippou Filip C. and Spacone EnricoFEDEAS: nonlinear analysis for structural evaluation [11WCEE]
19033Lopes Mario S.Evaluation of the seismic performance of an old masonry building in Lisbon [11WCEE]
19034Billings Ian J. and Powell Alan JThomdon overbridge seismic retrofit [11WCEE]
19035Baratta Alessandro and Zuccaro GiulioFast seismic strength analysis of masonry buildings with unknown data for vulnerability purposes [11WCEE]
19036Abrams Daniel P. and Costley Andrew CSeismic evaluation on unreinforced masonry buildings [11WCEE]
19037Lopez Ricardo R. and Daza Luis GExamples of expected seismic behavior of existing buildings [11WCEE]
19038Monti Giorgio, Nuti Camillo and Santini SSeismic assessment of hospital systems [11WCEE]
19039Hong Liu and Schiff Scott DSeismic damage mitigation and evaluation of steel moment resisting frames [11WCEE]
19040Paret Terrence F., Sasaki Kent K., Eilbeck Daniel H. and Freeman Sigmund A.Approximate inelastic procedures to identify failure mechanisms from higher mode effects [11WCEE]
19041Kang Young-Hwan, Lee Young-Shin and Choi Myoung-HwanA study on the seismic analysis for HANARO capsules and capsule supporting systems [11WCEE]
19042Akiyama Tomoaki, Hirosawa Masaya and Berso Silvestre MState-of-the-art seismic evaluation of reinforced concrete buildings based on beam-column joint capacity. Part 2: application to damaged buildings during the January 17, 1995 Great Hanshin earthquake [11WCEE]
19043Melkumian Michael GThe methodology for the seismic evaluation of existing buildings and comparative analysis of rehabilitation of stone and frame buildings in Armenia [11WCEE]
19044Hirosawa Masaya, Akiyama Tomoaki, Takeda Atsushi and Berso Silvestre M.State-of-the-art evaluation of seismic capacity of reinforced concrete buildings based on beam-column joint capacity. Part 1: theoretical background [11WCEE]
19045Malla Sujan, Wieland Martin and Peter MarcusPost-cracking behaviour of piers of a weir of a run-of-ri ver power plant subjected to earthquake loading [11WCEE]
19046Kelly Trevor E.Earthquake resistance of unreinforced masonry buildings [11WCEE]
19047Ghahraman V. G. and Yegian M.K.Risk analysis for earthquake-induced permanent deformation of earth dams [11WCEE]
19048Farhey D. N. andAktan A. EminCondition assessment for seismic evaluation [11WCEE]
19049Lehman Dawn E., Lynn Abraham C, Aschheim Mark A. and Moehle Jack P.Evaluation methods for reinforced concrete columns and connections [11WCEE]
19050Miranda EduardoAssessment of the seismic vulnerability of existing buildings [11WCEE]
19051Greco Carlo, Manfredi Gaetano and Pecce MarisaCyclic degradation in reinforced concrete elements [11WCEE]
19052MoghadamA. S. andTso W. K.Damage assessment of eccentric multistorey buildings using 3-D pushover analysis [11WCEE]
19053Rodriguez Mario and Aristizdbal Juan CEvaluation of seismic destructiveness [11WCEE]
19054Anagnostopoulos Stavros ALarge scale operations for post-earthquake, emergency assessment of building safety [11WCEE]
19055Ayala A. G., TayebiA. K. and Ye Xian-GuoDynamic response of a reinforced concrete frame compared with observed earthquake damage [11WCEE]
19056Nariyuki Yoshifumi, Hirao Kiyoshi and Karasudani MakioA methodology for seismic damage assessment of simple degrading structures [11WCEE]
19057Liu Bo-Quan, Bai S/iao-Liang and Xu Yun-Zhong Equivalent ductility damage criterion of reinforced concrete structures [11WCEE]
19058Nakano YoshiakiSeismic capacity of R/C buildings damaged due to 1995 January 17 Hyogo-ken Nanbu earthquake [11WCEE]
19059Hirao Kiyoshi, Sasada Shuuji and Nariyuki YoshifumiRequired yield strength ratio spectrum for evaluation of seismic damage and safety of SDOF structures [11WCEE]
19060Williams Martin S., Fussel Clive and Smith Robert JSeismic evaluation of reinforced concrete structures using modal data [11WCEE]
19061Chai Y. H. and Romstad K. M.Characterization of structural damage under high-intensity seismic loading [11WCEE]
19062Park Yeon-Soo and Lee Byung-HaiQuantitative safety assessment of steel members under severe seismic excitations [11WCEE]
19063Yepez Fabricio, Barbat Alex H. and Canas Torres JosepA method to perform computer simulations of damage in buildings for seismic risk evaluations [11WCEE]
19064Uchida Yasuhiro Estimation of cumulative damage of beam-columns and frames subjected to repeated loading [11WCEE]
19065Giuliani Hugo, Rodriguez De Acosta Virgi, Yacante Maria Irene, Campora Ana Maria and Giuliani Hugo Leonardo Seismic resisting architecture on building scale—a morphological answer [11WCEE]
19066Guevara L. Teresa and Paparoni MarioSoft first stories treatment in the municipal ordinances of a hazardous sector of Caracas, Venezuela [11WCEE]
19067Raven Elizabeth and Lopez Oscar ARegular and irregular plan shape buildings in seismic regions approaching to an integral evaluation [11WCEE]
19068Ostadan Farhang, Mamoon Saif and Arango IgnacioEffect of input motion characteristics on seismic ground responses [11WCEE]
19069Kitagawa Yoshikazu, Ohta Tokiharu, Kawamura Soichi, Yokota Haruhiko, Nakae Shintaro and Teramoto TakayukiDesign earthquake ground motion for dynamic analysis of building [11WCEE]
19070Ozmen Gunay, Pala Sumru, Orakdbgen E. and Gulay GiiltenInvestigations on vertical structural irregularities in multi-story structures [11WCEE]
19071Leiva Gilberto and Wiegand WendyAnalysis of a collapsed building using the displacement seismic design approach [11WCEE]
19072Bose M. K., Soni R. S., Mahajan S. C. and Kakodkar AStrain energy concept for developing lumped mass stick model of complex structures [11WCEE]
19073Faella GiuseppeEvaluation of the R/C structures seismic response by means of nonlinear static push-over analysis [11WCEE]
19074Fukano Kei, Itagaki Katuyoshi, Kishimoto Itizou, Nakatsuka Tadashi and Suzuki KazuoResearch on the ultimate strength design method of prestressed concrete structures based on ductile capacity of structure [11WCEE]
19075Cosenza Edoardo and Manfredi GaetanoSeismic design based on low cycle fatigue criteria [11WCEE]
19076De Stefano M. and Rutenberg ASeismic instability and the force reduction factor of yielding structures [11WCEE]
19077Duldcska EndreDuctility and the P-delta effect [11WCEE]
19078Pradhan Amir ManComposite moment resistant frame design—ductility demand [11WCEE]
19079Iwan Wilfred DThe drift demand spectrum and its application to structural design and analysis [11WCEE]
19080Houghton K. M. andMcCabe S. LProposed displacement method to predict the lateral and torsional response of a class of multistory structures [11WCEE]
19081Lepage Rodriguez AndresSeismic drift estimates for RC structures [11WCEE]
19082Moazzami SaraOptimizing the energy dissipation in coupled wall structural systems [11WCEE]
19083hie Tatsuo, Mazda Taiji and Sumaya Allan DiazA study on estimation methods for responses of nonlinear hysteretic structures [11WCEE]
19084Hori Norio, Norio Inoue and Shibata AkenoriInelastic seismic design procedure based on energy response behavior of RC structures [11WCEE]
19085Nakata Shinsuke, Aoyama Hiroyuki, Kubo Tetsuo and Fujitani HideoApplication of new R/C materials to megastructural building systems in seismic zones [11WCEE]
19086Kawashima Kazuhiko and Sato TakashiRelative displacement response spectrum and its application [11WCEE]
19087Cassis Juan H. and Cornejo EstebanInfluence of vertical irregularities in the response of earthquake resistant structures [11WCEE]
19088Qi Xiaoxuan and Chen ShuangDynamic behavior and seismic design of structural systems having multiple high-rise towers on a common podium [11WCEE]
19089Tremblay RobertInfluence of in-plane flexibility of roof diaphragm on the seismic response of single-storey braced frames [11WCEE]
19090King Andrew B. and Deam Bruce LEarthquake resistance considerations for degrading systems [11WCEE]
19091Moroni Maria, Astroza Maximiliano and Mesias PaulaDisplacement capacity and required story drift in confined masonry buildings [11WCEE]
19092Kappos A. J. and Tsakas AInfluence of capacity design method on the seismic response of R/C columns [11WCEE]
19093Nishiyama Minehiro and Watanabe FumioSeismic design procedure of concrete building structures by substitute damping [11WCEE]
19094Murty Challa V. R. and Nagar AmitEffect of brittle masonry infills on displacement and ductility demand of moment resisting frames [11WCEE]
19095Cruz Ernesto and Cominetti SilvanaInfluence of irregularities in height and different design criteria on the inelastic response of building models [11WCEE]
19096Shimazaki KazushiA primary design method oriented to the displacement response for high-rise reinforced concrete frame buildings subjected to earthquakes [11WCEE]
19097Leon Roberto T.Design of partially restrained frames for seismic loads [11WCEE]
19098Lopez Oscar A. and Torres RonaldDetermination of maximum structural response to two horizontal ground motion components applied along any arbitrary directions, for application to building codes [11WCEE]
19099Vdsquez JorgeSpectral superposition under two-directional excitation [11WCEE]
19100Bertero RaulD., Bertero Vitelmo V. and Teran-Gilmore AmadorPerformance-based earthquake-resistant design based on comprehensive design philosophy and energy concepts [11WCEE]