Lin Shizhu, . ANALYSIS OF LIFE OF IN-SERVICE REINFORCED CONCRETE SINGLE-STOREY INDUSTRIAL MILL BUILDINGS SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 67-71,108. doi: 10.13204/j.gyjz200611017
Citation:
Lin Shizhu, . ANALYSIS OF LIFE OF IN-SERVICE REINFORCED CONCRETE SINGLE-STOREY INDUSTRIAL MILL BUILDINGS SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 67-71,108. doi: 10.13204/j.gyjz200611017
Lin Shizhu, . ANALYSIS OF LIFE OF IN-SERVICE REINFORCED CONCRETE SINGLE-STOREY INDUSTRIAL MILL BUILDINGS SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 67-71,108. doi: 10.13204/j.gyjz200611017
Citation:
Lin Shizhu, . ANALYSIS OF LIFE OF IN-SERVICE REINFORCED CONCRETE SINGLE-STOREY INDUSTRIAL MILL BUILDINGS SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 67-71,108. doi: 10.13204/j.gyjz200611017
It is Simulated the elastoplastic response of the reinforced concrete single-storey industrial mill buildings subjected to the artificial earthquake wave by simulating the time and the intensity of an earthquake.Combining with structural safety,durability and economical result,then the age distribution of the structures in service can be simulated when the accumulated damage,the natural deterioration of the structure,durable,erosive damage and repair decision are considered.
[9] Bozorgnia Y,Bertero V V.Improved Shaking and Damage Parameters for Post-Earthquake Applications// Proc.,SMIP01 Seminar on Utilization of Strong-Motion Data.Los Angeles:2001:1-22