�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€�u‰‰�W Vol�F 6Šª ”N�F 1982”N •Å�F 2089-2096•Å ’˜ŽÒ�i˜a�j�F - ƒ^ƒCƒgƒ‹�i˜a�j�F - �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒ�i‰p�j�F Charles Scawthorn, Osamu Aketa ƒ^ƒCƒgƒ‹�i‰p�j�F OPTIMUM SEISMIC DESIGN OF JAPANESE LOW-RISE BUILDINGS �´˜^�i‰p�j�F
Utilizing past research findings on Japanese low-rise building seismic performance functions, this paper presents the results of studies of optimized and satisficed seismic design levels for low rise buildings for three soil classes, using as a ease study area Osaka, Japan. Optimum design level is determined by total cost minimization which, however, is a poor determinant due to the "flatness" of the total cost curve (a well-known phenomenon). Thus, the concept of 'satisficing' was utilized. Specifically, for this study, the total cost curve tangent vas reduced to a specified fraction of its initial value - a satisficing criteron which vas quite useful and which could have wide application. The resulting optimum and/or satisficed design levels are seen to depend on soil class and assumptions resarding secondary loss levels and discount rate. For Osaka, if all low-rise buildings were thus satisficed, the resulting per annum savings in damagg would amount to about 52�“ (I.e., present expected 52�“ damage of �¡ x �¡ reduced to �¡ 77 x �¡ ) with total cost savings of about 2.5�“. The design levels, both existing and optimum, in Japan are among the highest in the world, so that these results are useful information in the determination of optimum and/or satisficing design levels for other regions. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W