ŒfฺŽGŽi˜ajF“๚–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•ถW
VolF11Šช
”NF 2002”N
•ลF 2091-2096•ล
’˜Žาi˜ajF ฮŒด@—S‹ICฌžwŽR@‰๋”VCŽR่@•ถ—Y
ƒ^ƒCƒgƒ‹i˜ajF ‰ก•lŽsE•P˜HŽs‚ฬ‘ฯkf’fŒ‹‰ส‚ษŠ๎‚ร‚ญ–ุ‘ขŒš•จ‘ฯkซ”\Žw•W‚ฬ’nˆๆซ•ชอ
ด˜^i˜ajF -
ƒL[ƒ[ƒhi˜ajF ‘ฯkf’fC–ุ‘ขŽฒ‘g\–@C‘ฯkซ”\Žw•WC‰ก•lŽsC•P˜HŽs
ŒfฺŽGŽi‰pjF THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
’˜Žาi‰pjF Yuuki Ishihara, Masayuki Kohiyama, Fumio Yamazaki
ƒ^ƒCƒgƒ‹i‰pjF ANALYSIS ON REGIONAL CHARACTERISTICS OF SEISMIC PERFORMANCE INDICES OF WOOD-FRAME BUILDINGS BASED ON THE RESULTS OF SEISMIC CAPACITY EVALUATION IN YOKOHAMA AND HIMEJI
ด˜^i‰pjF In the present methods to estimate buildingsf damage due to an earthquake, empirical fragility curves based on damage statistics are mostly employed. The structural type and construction period were considered in developing them, but regional characteristics were not considered well. The objective of this study is to analyze the results of seismic capacity evaluation conducted in two cities, Yokohama and Himeji, for more accurate damage estimation. From the analysis of the data, it is observed that there are significant differences in the seismic performance of the buildings in the two cities even though they have the similar structural type and construction period.
ƒL[ƒ[ƒhi‰pjF Seismic Capacity Evaluation, Wood-Frame Building, Seismic Performance Index, Yokohama, Himeji
‹LŽ–‹ๆ•ชF -
‹ๆ•ชF ˆฯˆ๕‰๏˜_•ถW