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<article language="en">
	<journal>
		<journal_title>Natural Hazards and Earth System Science</journal_title>
		<journal_url>www.nat-hazards-earth-syst-sci.net</journal_url>
		<issn>1561-8633</issn>
		<eissn>1684-9981</eissn>
		<volume_number>10</volume_number>
		<issue_number>2</issue_number>
		<publication_year>2010</publication_year>
	</journal>
	<doi>10.5194/nhess-10-251-2010</doi>
	<article_url>http://www.nat-hazards-earth-syst-sci.net/10/251/2010/</article_url>
	<abstract_html>http://www.nat-hazards-earth-syst-sci.net/10/251/2010/nhess-10-251-2010.html</abstract_html>
	<fulltext_pdf>http://www.nat-hazards-earth-syst-sci.net/10/251/2010/nhess-10-251-2010.pdf</fulltext_pdf>
	<start_page>251</start_page>
	<end_page>263</end_page>
	<publication_date>2010-02-11</publication_date>
	<article_title content_type="html">The behaviour of roof gable walls under the effect of earthquake load</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>M. Kamanli</name>
			<email>kamanli@selcuk.edu.tr</email>
		</author>
		<author numeration="2" affiliations="2">
			<name>F. S. Balik</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Selçuk University, Eng. &amp; Arch. Faculty, Dept. of Civil Engineering, Konya, Turkey</affiliation>
		<affiliation numeration="2" content_type="html">Selçuk University, Ereğli School of Higher Education Civil Programe, Ereğli, Konya, Turkey</affiliation>
	</affiliations>
	<abstract content_type="html">In this study, the effect of earthquake loads on roof gable walls and the
behaviours of these roof gable walls are investigated. In preparation of the
study, two experiments on cradle roof system which gets and does not get any
loads off the roof members were carried out in all. The experiments were
performed on the shaking table in Earthquake Research Department of General
Directorate of Disaster Affairs. Through the experiments, some considerable
results were obtained on the behaviours of roof gable walls under the effect
of horizontal dynamic loads. The results obtained at the end of these
examinations are given and discussed. Furthermore, suggestions to make the
brick gable walls more reliable against the loads of earthquake are given.
When the results of the experiments were generally taken into consideration,
it was realized that the gable walls in both roof systems would partly or
completely collapse even under the effect of a little horizontal dynamic
load.</abstract>
	<references>
		<reference numeration="1" content_type="text"> Balik, F. S. and Kamanli, M.: Concrete Technology, Atlas Publication Distribution, Istanbul, 2003. </reference>
		<reference numeration="2" content_type="text"> Balik, F. S.: The Behaviours of Roof Gable Walls under the Effect of Earthquake Load, M.Sc Thesis, SU Institute of Natural and Applied Sciences, Konya, 2004. </reference>
		<reference numeration="3" content_type="text"> Bayülke, N.: A Simple Shaking Table used for the Determination of Earthquake Behaviours of Rural Dwellings, Bulletin of Ministry of Public Works and Settlement, 92, 202–210, Ankara, 1986. </reference>
		<reference numeration="4" content_type="text"> Bayülke, N., Dogan, A., and Hurata, A.: A Report for Shaking Table Experiment of a Model Construction with &amp;#x00C7;imger Construction System produced by Ankara Reconstruction Limited Company, Ministry of Public Works and Settlement General Directorate of Technical Research and Application Department of Earthquake Research, Ankara, 1986. </reference>
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		<reference numeration="7" content_type="text"> Paulson, T. J., Abrams, D. P., and Mayes, R. L.: Shaking Table Study of Base Isolation for Mansory Buildings, J. Struct. Eng.-ASCE, 117(11), 3315–3336, USA, 1991. </reference>
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	</references>
</article>

