トルコにおける地震被害の発生と減災に関する研究 : 3.住家被害・死傷者発生の要因分析

概要

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This study evaluated aseismic strength, its deviation and threat to occupants' life of several dwelling types common in Turkey as a function of seismic intensity. A result of field survey on building damage and site geology within a small town was reexamined first. Besides, based upon village atatistical data, dislribution of dwelling damage and haman life loss at the 7 earthquakes since 1966 are compared with seismic intensity, considering local structural types. Adobe or rubble stone masonry type dominant in the eastern Turkey is found the weakest, even weaker than Structure A in MSK scale, then poor wooden, brick masonry, reinforced concrete, fine wooden follow in this order. The best type, fine wooden, is comparable to Structure C but is less earthquake resistant than a common timber framed house in Japan. Several factors such as earthquake fire and human behavioral performance were also found to be influential on risk of casualty and its content.
社団法人日本建築学会の論文
1985-04-30