�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W Vol�F 9-1Šª ”N�F 1994”N •Å�F 73-78•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 Osamu JOH ƒ^ƒCƒgƒ‹�i‰p�j�F DAMAGE SURVEY OF REINFORCED CONCRETE BUILDINGS IN ERZINCAN CITY SUBJECTED TO 1992 ERZINCAN EARTHQUAKE, TURKEY �´˜^�i‰p�j�F
After the 1992 Erzincan Earthquake, Turkey, the damage survey of R/C buildings was carried out in two residential areas of Erzincan City. The total of 424 investigated buildings were five-stories high or less with a basement and consisted of rigid frames with rectangular sectional columns and hollow, brick infills.' The results of damage survey showed sole interesting properties; concentration of the severe damage into medium-story buildings, localization of collapsed and heavy damaged buildings, affection of the arrangement of rectangular columns in a floor plan to the lateral resistance of the building, and others. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W