Lifecycle Environmental Impact and Cost Analyses of Steel Bridge Piers with Seismic Risk
暂无分享,去创建一个
伊藤 義人 | Yoshito Itoh | Chunlu Liu | M Wada
[1] H Y Kim,et al. STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .
[2] W Wright. HIGH-PERFORMANCE STEEL: RESEARCH TO PRACTICE , 1997 .
[3] Kazuhiro Nishikawa,et al. LIFE TIME AND MAINTENANCE OF HIGHWAY BRIDGES , 1994 .
[4] Tsutomu Usami,et al. HYSTERESIS MODELS FOR STEEL BRIDGE PIERS AND THEIR APPLICATION TO ELASTO-PLASTIC SEISMIC RESPONSE ANALYSIS , 1996 .
[5] Yoshito Itoh,et al. STUDY ON BRIDGE TYPE SELECTION SYSTEM CONSIDERING ENVIRONMENTAL IMPACT , 1996 .
[6] Yoshito Itoh,et al. INFORMATION SHARING SYSTEM UNDER THE DISTRIBUTED COLLABORATION ENVIRONMENT VIA INTERNET FOR STRUCTURAL STEEL EXPERIMENTS , 2002 .
[7] Arpad Horvath,et al. Steel versus Steel-Reinforced Concrete Bridges: Environmental Assessment , 1998 .
[8] Stephanie E. Chang,et al. Life-Cycle Cost Analysis with Natural Hazard Risk , 1996 .
[9] Yoshito Itoh,et al. LIFECYCLE ENVIRONMENTAL IMPACT AND COST OF BRIDGES , 2001 .
[10] Takashi Okamoto,et al. EXPERINENTAL STUDY ON THE SEISMIC PERFORMANCE OF HIGH DUCTILITY STEEL BRIDGE PIERS , 1998 .
[11] Dan M. Frangopol,et al. Life-cycle cost design of deteriorating structures , 1997 .