201 | Iwai Satoshi, Kameda Hiroyuki, Suzuki Yoshiyuki and Kakumoto Shigeru | GIS application to damage data management on buildings and urban facilities in the January 17, 1995 Hyogoken-Nambu earthquake [11WCEE] |
202 | Tomioka Yoshito, Kawaguchi Jun, Morino Shosuke and Fukao Hidekuni | Damages to timber houses caused by South-Hyogo earthquake and feasibility of structural design criteria [11WCEE] |
203 | Kikuchi Kenji, Yoshimura Koji and Kajimura Tomoyuki | Damage to concrete masonry garden walls caused by 1994 Northridge earthquake in USA and 1995 Hyogoken-Nanbu earthquake in Japan [11WCEE] |
204 | Watanabe Atsushi | Some damage control criteria for a steel building with added hysteresis damper [11WCEE] |
205 | Iai Susumu, Ichii Koji and Morita T. | Analysis of damage to quay walls during 1995 Great Hanshin earthquake, Japan [11WCEE] |
206 | Kiremidjian Anne S:, King Stephanie A., Law Kincho, Basoz Nesrin,Mizukoshi Kaoru and Miyamura Masamitsu | Development of a GIS-based earthquake damage and loss estimation methodology [11WCEE] |
207 | Blais Neil C. Seligson Hope A. and Petrow A. J | Use of rapid damage assessment and geographic information systems for emergency response in the Northridge earthquake [11WCEE] |
208 | Kamiya Yasuyuki, Matsui Hajime, Nakajima Yoshikazu, Ogita Hideyuki, Sakai Shouji and Hakamata Eiichi | Emergency inspection of buildings damaged by the Great Hanshin-Awaji earthquake disaster [11WCEE] |
209 | Yamada Minont | Cleavage shear explosion of reinforced concrete short columns broken down buildings and the Hanshin-Express Highways at the recent Hanshin-Awaji earthquake in Japan on the 17 Jan. 1995 [11WCEE] |
210 | Matasovic Neven and Kavazanjian Edward | Observations of the performance of solid waste landfills during earthquakes [11WCEE] |
211 | Matsumori Taizo and Otani Shunsuke | Damage of R/C residential buildings in the 1995 Hyogoken-Nanbu earthquake [11WCEE] |
212 | Forero-Duenas Carlos A | Experiences from the Paez earthquake, Colombia [11WCEE] |
213 | Maki Norio, Miura Ken and Kobayashi Masami | Natural disaster and restoration housing in Asian countries [11WCEE] |
214 | Nateghi-A Fariborz | Seismic retrofit of fire stations in city of Tehran [11WCEE] |
215 | Izquierdo Raul J. and Iz,quierdo Heriberto | Structural project of the reinforcement of two buildings without seismic damage [11WCEE] |
216 | Nader Marwan and Ingham Tim | Seismic retrofit of the towers of the Golden Gate Bridge [11WCEE] |
217 | Ingham Tim J., Rodriguez Santiago, Nader Marwan and Taucer Fabio | Seismic retrofit of the Golden Gate Bridge [11WCEE] |
218 | Johnson Martin W. and Koza Henry | Case studies of the performance of retrofitted buildings during the 1994 Northridge earthquake [11WCEE] |
219 | Shekerlian Steven P. and Wickstrom Eric C | Seismic rehabilitation of a large manufacturing plant [11WCEE] |
220 | Tena-Colunga A. and Vergara Alejandro | Seismic retrofit of a mid-rise steel building using steel bracing or ADAS energy dissipation devices: a comparative study [11WCEE] |
221 | Brown D. Stephen | Bridge strengthening with shock transmission units [11WCEE] |
222 | Thewalt Christopher R. and Stojadinovic Bozidar | Design of a seismic upgrade for outrigger knee joints [11WCEE] |
223 | Sheckler Timothy D. and Hsiu Frank J. | Evaluation and retrofit of petrochemical facilities [11WCEE] |
224 | Arzoumanidis S. G., Nietzschmann P., GajerR. B. and Malik A | Quccnsboro Bridge: seismic condition assessment and retrofit concepts [11WCEE] |
225 | Zayati Foued and Mahin Stephen A | Evaluation of a seismic retrofit concept for double-deck reinforced concrete viaducts [11WCEE] |
226 | Lowes Laura N. and Moehle Jack P | Behavior and rehabilitation of beam-column T-joints in older reinforced concrete bridge structures [11WCEE] |
227 | GriezicA., Cook W. D. andMitchellD | Seismic retrofit of bridge column-footing connections [11WCEE] |
228 | Leger P., Leclerc M. and Mahyari A.T. | Seismic fracture analysis and post-tension rehabilitation of concrete gravity dams [11WCEE] |
229 | Phan L. T. and Lew H. S | Strengthening methodology for lightly reinforced concrete frames [11WCEE] |
230 | Tabata Ken and Nakachi Tadaharu | Repair of high-strength reinforced concrete beam-column joints [11WCEE] |
231 | Frosch Robert J., Li Wanzhi, Kreger Michael E. and Jirsa James 0 | Seismic strengthening of a nonductile RC frame using precast infill panels [11WCEE] |
232 | Ghobarah A., Aziz T. S. and Biddah A | Rehabilitation of reinforced concrete beam-column joints [11WCEE] |
233 | Bouadi Abdelhakim and Engelhardt Michael D | On design of EBFs for seismic retrofit on reinforced concrete frames [11WCEE] |
234 | Sakino Kenji, Sun Yu-Ping and Aklan Amin M | Effects of wall thickness of steel tube on the behavior of square tubed R/C columns [11WCEE] |
235 | Ozdemir P. and Boduroglu H. | A new and efficient approach for repair and strengthening of short columns [11WCEE] |
236 | Nomura Setsuro, Kinugasa Hideyuki and Kawato Shin | Restoring force characteristics and dynamic behavior of RC frame structure before and after repair of the damaged beam end [11WCEE] |
237 | Aboutaha Riyad S. and Jirsa James 0 | Steel jackets for seismic strengthening of concrete columns [11WCEE] |
238 | Dritsos Stephanos E. | Flexural behaviour of retrofitted RC beams [11WCEE] |
239 | Beardall John R. and Johnson Martin W. | Seismic rehabilitation of a ten-story concrete frame building using visco-elastic damping elements [11WCEE] |
240 | Horacio, Villalta Cesar A. and Roque Guadalupe | Experimental study of a flat slab frame model strengthened with wing walls [11WCEE] |
241 | Goel Subhash C and Masri Adnan C. | Seismic strengthening of RC slab-column frames with ductile steel bracing [11WCEE] |
242 | Guerrero Jose J., Gomez Bernardo and Gonzalez Oscar Mi. | Jacketing of reinforced concrete members [11WCEE] |
243 | Terdn-Gilmore Amador | Rehabilitation of infilled non-ductile frames with post-tensioned steel braces [11WCEE] |
244 | Miyamoto Kit and Scholl Roger | Case study: seismic rehabilitation of a non-ductile soft story concrete structure using viscous dampers [11WCEE] |
245 | Katsumata Hideo and Kobatake Yoshirou | Seismic retrofit with carbon fibers for reinforced concrete columns [11WCEE] |
246 | Bleiman David, Kasai Kazuhiko, Han Xueming, Higgins Christopher, Hodgson Ian and Rides James M. | Repair of damaged steel moment frame connections with bolted brackets [11WCEE] |
247 | Arya Anand S | Seismic retrofitting of stone houses in Marathwara area, India [11WCEE] |
248 | AlcocerS. M., Ruiz J., Pineda J. A. andZepeda J. A | Retrofitting of confined masonry walls with welded wire mesh [11WCEE] |
249 | Schwegler G. and Kelterbom P | Earthquake resistance of masonry structures strengthened with fiber composites [11WCEE] |
250 | Kehoe Brian E. | Performance of retrofitted unreinforced masonry buildings [11WCEE] |
251 | Momin S. S., Nikolic-BrZev S. and Bajoria K. M. | Seismic retrofitting of masonry buildings damaged in the September 1993 earthquake in India [11WCEE] |
252 | Rai Durgesh C. | Hysteretic behavior of unreinforced masonry piers strengthened with steel elements [11WCEE] |
253 | Perez-Ruiz R. and Escamilla-Aguilar S | Design of a very irregular touristic complex in a region of high seismicity [11WCEE] |
254 | Wyllie LoringA | Strengthening strategies for improved seismic performance [11WCEE] |
255 | Posleman-Oro R. E., Wiederhold M. B., Monguilner C. A., Bustos J. L. and Zaragoza A. C | Analysis of the dynamic performance of buildings before and after their strengthening [11WCEE] |
256 | Catarig Alexandru, Kopenetz Ludovic andAlexa Pavel | Rehabilitation of structures via membranes [11WCEE] |
257 | Fritz-de la Orta Gustavo | Screeting methodology for the seismic assessment of particular buildings in Los Alamos National Laboratory [11WCEE] |
258 | Munkhammar Ake | Seismic quality declaration of buildings [11WCEE] |
259 | Giilkan P., Sozen M. A., Demir S. and Ersoy U. | An alternative evaluation for determining seismic vulnerability of building structures [11WCEE] |
260 | Filippou Filip C. and Spacone Enrico | FEDEAS: nonlinear analysis for structural evaluation [11WCEE] |
261 | Lopes Mario S. | Evaluation of the seismic performance of an old masonry building in Lisbon [11WCEE] |
262 | Billings Ian J. and Powell Alan J | Thomdon overbridge seismic retrofit [11WCEE] |
263 | Baratta Alessandro and Zuccaro Giulio | Fast seismic strength analysis of masonry buildings with unknown data for vulnerability purposes [11WCEE] |
264 | Abrams Daniel P. and Costley Andrew C | Seismic evaluation on unreinforced masonry buildings [11WCEE] |
265 | Lopez Ricardo R. and Daza Luis G | Examples of expected seismic behavior of existing buildings [11WCEE] |
266 | Monti Giorgio, Nuti Camillo and Santini S | Seismic assessment of hospital systems [11WCEE] |
267 | Hong Liu and Schiff Scott D | Seismic damage mitigation and evaluation of steel moment resisting frames [11WCEE] |
268 | Paret Terrence F., Sasaki Kent K., Eilbeck Daniel H. and Freeman Sigmund A. | Approximate inelastic procedures to identify failure mechanisms from higher mode effects [11WCEE] |
269 | Kang Young-Hwan, Lee Young-Shin and Choi Myoung-Hwan | A study on the seismic analysis for HANARO capsules and capsule supporting systems [11WCEE] |
270 | Akiyama Tomoaki, Hirosawa Masaya and Berso Silvestre M | State-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] |
271 | Melkumian Michael G | The methodology for the seismic evaluation of existing buildings and comparative analysis of rehabilitation of stone and frame buildings in Armenia [11WCEE] |
272 | Hirosawa 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] |
273 | Malla Sujan, Wieland Martin and Peter Marcus | Post-cracking behaviour of piers of a weir of a run-of-ri ver power plant subjected to earthquake loading [11WCEE] |
274 | Kelly Trevor E. | Earthquake resistance of unreinforced masonry buildings [11WCEE] |
275 | Ghahraman V. G. and Yegian M.K. | Risk analysis for earthquake-induced permanent deformation of earth dams [11WCEE] |
276 | Farhey D. N. andAktan A. Emin | Condition assessment for seismic evaluation [11WCEE] |
277 | Lehman Dawn E., Lynn Abraham C, Aschheim Mark A. and Moehle Jack P. | Evaluation methods for reinforced concrete columns and connections [11WCEE] |
278 | Miranda Eduardo | Assessment of the seismic vulnerability of existing buildings [11WCEE] |
279 | Greco Carlo, Manfredi Gaetano and Pecce Marisa | Cyclic degradation in reinforced concrete elements [11WCEE] |
280 | MoghadamA. S. andTso W. K. | Damage assessment of eccentric multistorey buildings using 3-D pushover analysis [11WCEE] |
281 | Rodriguez Mario and Aristizdbal Juan C | Evaluation of seismic destructiveness [11WCEE] |
282 | Anagnostopoulos Stavros A | Large scale operations for post-earthquake, emergency assessment of building safety [11WCEE] |
283 | Ayala A. G., TayebiA. K. and Ye Xian-Guo | Dynamic response of a reinforced concrete frame compared with observed earthquake damage [11WCEE] |
284 | Nariyuki Yoshifumi, Hirao Kiyoshi and Karasudani Makio | A methodology for seismic damage assessment of simple degrading structures [11WCEE] |
285 | Liu Bo-Quan, Bai S/iao-Liang and Xu Yun-Zhong | Equivalent ductility damage criterion of reinforced concrete structures [11WCEE] |
286 | Nakano Yoshiaki | Seismic capacity of R/C buildings damaged due to 1995 January 17 Hyogo-ken Nanbu earthquake [11WCEE] |
287 | Hirao Kiyoshi, Sasada Shuuji and Nariyuki Yoshifumi | Required yield strength ratio spectrum for evaluation of seismic damage and safety of SDOF structures [11WCEE] |
288 | Williams Martin S., Fussel Clive and Smith Robert J | Seismic evaluation of reinforced concrete structures using modal data [11WCEE] |
289 | Chai Y. H. and Romstad K. M. | Characterization of structural damage under high-intensity seismic loading [11WCEE] |
290 | Park Yeon-Soo and Lee Byung-Hai | Quantitative safety assessment of steel members under severe seismic excitations [11WCEE] |
291 | Yepez Fabricio, Barbat Alex H. and Canas Torres Josep | A method to perform computer simulations of damage in buildings for seismic risk evaluations [11WCEE] |
292 | Uchida Yasuhiro | Estimation of cumulative damage of beam-columns and frames subjected to repeated loading [11WCEE] |
293 | Giuliani Hugo, Rodriguez De Acosta Virgi, Yacante Maria Irene, Campora Ana Maria and Giuliani Hugo Leonardo | Seismic resisting architecture on building scaleāa morphological answer [11WCEE] |
294 | Guevara L. Teresa and Paparoni Mario | Soft first stories treatment in the municipal ordinances of a hazardous sector of Caracas, Venezuela [11WCEE] |
295 | Raven Elizabeth and Lopez Oscar A | Regular and irregular plan shape buildings in seismic regions approaching to an integral evaluation [11WCEE] |
296 | Ostadan Farhang, Mamoon Saif and Arango Ignacio | Effect of input motion characteristics on seismic ground responses [11WCEE] |
297 | Kitagawa Yoshikazu, Ohta Tokiharu, Kawamura Soichi, Yokota Haruhiko, Nakae Shintaro and Teramoto Takayuki | Design earthquake ground motion for dynamic analysis of building [11WCEE] |
298 | Ozmen Gunay, Pala Sumru, Orakdbgen E. and Gulay Giilten | Investigations on vertical structural irregularities in multi-story structures [11WCEE] |
299 | Leiva Gilberto and Wiegand Wendy | Analysis of a collapsed building using the displacement seismic design approach [11WCEE] |
300 | Bose M. K., Soni R. S., Mahajan S. C. and Kakodkar A | Strain energy concept for developing lumped mass stick model of complex structures [11WCEE] |