�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€�u‰‰�W Vol�F 6Šª ”N�F 1982”N •Å�F 937-944•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 Murdiati, MUNANDAR ƒ^ƒCƒgƒ‹�i‰p�j�F THE FULL SCALE STRUCTURAL TESTS BY THE TILTING TABLE �´˜^�i‰p�j�F
Earthquake resistant tests of full scale batako houses have been carried out by using a tilting-table. The batako house is a masonry structure made of trass lime hollow blocks and is commonly used for low cost housing in Indonesia. Two types of structures, one reinforced and the other non-reinforced were tested. The static horizontal force or equivalent earthquake force is applied by the self weight of the test house as the tilting-table is tilted. The results showed that the capacity of the test house was more than O.7g for the reinforced batako house and nearly O.5g for the non-reinforced batako house. According to the Indonesian Earthquake Study, for an earthquake with a return period is 20 years, the behaviour of reinforced batako houses will be in elastic range, but that of non-reinforced batako houses will be in elastic range only in zone 4,5,6 if the safety factor is considered to be 2 for soft soil conditions. For an earthquake with a return period of 100 years the behaviour of the reinforced batako can not be evaluated in some zones because of the test capacity limitation, but the non-reinforced batako will not collapse in zone 5 & 6 ,if ,the safety factor is considered to be 2, under soft soil condition. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W