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9-1Šª
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1994”N
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73-78•Å
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PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
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DAMAGE SURVEY OF REINFORCED CONCRETE BUILDINGS IN ERZINCAN CITY SUBJECTED TO 1992 ERZINCAN EARTHQUAKE, TURKEY
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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.
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