SEISMIC PERFORMANCE EVALUATION OF INDONESIAN TRADITIONAL WOODEN STRUCTURES DAMAGED BY 2006 CENTRAL JAVA EARTHQUAKE
This paper reports the results of the analysis for traditional wooden houses at Kotagede near Yogyakarta which damaged by 2006 Central Java Earthquake based on field survey, static loading test for mock test frames and evaluation of seismic motion intensity. Major findings are as follows: (1) In the...
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| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2012/05/30, Vol.77(675), pp.739-746 |
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| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
| container_volume | 77 |
| creator | TAKIYAMA, Noriko ISHIZUKA, Yugo ONISHI, Yoshihiro KANKI, Kiyoko HAYASHI, Yasuhiro |
| description | This paper reports the results of the analysis for traditional wooden houses at Kotagede near Yogyakarta which damaged by 2006 Central Java Earthquake based on field survey, static loading test for mock test frames and evaluation of seismic motion intensity. Major findings are as follows: (1) In the field survey, structural and vibration characteristics are clarified. (2) In the experiment, horizontal resistance force is influenced by beam-to-column joint specifications. (3) Using proposed modeling method for the traditional frameworks, earthquake motion intensity at Kotagede is estimated at PGA=250cm/s2 based on the seismic performance evaluation of damaged houses. |
| doi_str_mv | 10.3130/aijs.77.739 |
| format | Article |
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Struct. Constr. Eng.</addtitle><description>This paper reports the results of the analysis for traditional wooden houses at Kotagede near Yogyakarta which damaged by 2006 Central Java Earthquake based on field survey, static loading test for mock test frames and evaluation of seismic motion intensity. Major findings are as follows: (1) In the field survey, structural and vibration characteristics are clarified. (2) In the experiment, horizontal resistance force is influenced by beam-to-column joint specifications. 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Struct. Constr. Eng.</addtitle><date>2012-01-01</date><risdate>2012</risdate><volume>77</volume><issue>675</issue><spage>739</spage><epage>746</epage><pages>739-746</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>This paper reports the results of the analysis for traditional wooden houses at Kotagede near Yogyakarta which damaged by 2006 Central Java Earthquake based on field survey, static loading test for mock test frames and evaluation of seismic motion intensity. Major findings are as follows: (1) In the field survey, structural and vibration characteristics are clarified. (2) In the experiment, horizontal resistance force is influenced by beam-to-column joint specifications. (3) Using proposed modeling method for the traditional frameworks, earthquake motion intensity at Kotagede is estimated at PGA=250cm/s2 based on the seismic performance evaluation of damaged houses.</abstract><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.77.739</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
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| ispartof | Journal of Structural and Construction Engineering (Transactions of AIJ), 2012/05/30, Vol.77(675), pp.739-746 |
| issn | 1340-4202 1881-8153 |
| language | eng ; jpn |
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| source | J-STAGE Free; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | 2006 Central Java Earthquake Damage Earthquake construction Earthquake damage Earthquake engineering Houses Microtremor Measurement Nonlinearity Displacement Incremental Analysis Performance evaluation Seismic engineering Seismic Motion Intensity Seismic phenomena Static Cyclic Loading Test Traditional Wooden Structures |
| title | SEISMIC PERFORMANCE EVALUATION OF INDONESIAN TRADITIONAL WOODEN STRUCTURES DAMAGED BY 2006 CENTRAL JAVA EARTHQUAKE |
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