�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W Vol�F 9-1Šª ”N�F 1994”N •Å�F 619-624•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 THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒ�i‰p�j�F Yoshikazu KITAGAWA, Izuru OKAWA, Toshihide KASHIMA, Tokiharu OHTA, Soichi KAWAMURA, Haruhiko YOKOTA, Shintaro NAKAE, Takayuki TERAMOTO ƒ^ƒCƒgƒ‹�i‰p�j�F EVALUATION OF DESIGN EARTHQUAKE GROUND MOTION �´˜^�i‰p�j�F
Japan is characteristically subjected to seismic activity, therefore, it is a matter of concern how building structures behave under earthquake conditions. In actuality, however, there are no standardized earthquake ground motions used for seismic design. Therefore, thorough investigation should be conducted during the design phase of the structure to determine what types of earthquake ground motion are to be used for the design of building structures constructed on various ground types. On this premise, this paper presents an outline for evaluating design earthquake ground motions proposed for dynamic analysis of buildings. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W