| 异形柱结构体系抗震性能初探 |
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| 引用本文： | 梁启雄,刘细林. 异形柱结构体系抗震性能初探[J]. 茂名学院学报, 2010, 20(1): 68-71 |
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| 作者姓名： | 梁启雄 刘细林 |
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| 作者单位： | 1. 茂名学院,总务处,广东,茂名,525000
2. 东莞市建筑工程质量监督站,广东,东莞,523076 |
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| 基金项目： | 茂名学院自然科学基金 |
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| 摘 要： | 吸取震害教训,力求抗震安全。分析了异形柱框架结构体系,CL结构体系（异性柱和复合墙板）的抗震性能,发现二者的抗震性能均较差,不适用于设防烈度为8度和小高层房屋。
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| 关 键 词： | 异形柱框架结构体系 CL结构体系 抗震性能 |
On Aseismatic Performance of Abnormal Column Structre System |
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| LIANG Qi-xiong,LIU Xi-ling. On Aseismatic Performance of Abnormal Column Structre System[J]. Journal of Maoming College, 2010, 20(1): 68-71 |
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| Authors: | LIANG Qi-xiong LIU Xi-ling |
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| Affiliation: | LIANG Qi-xiong1,LIU Xi-ling2(1.Office of General Services,Maoming University,Maoming 525000,China,2.Dongguan City Building Quality supervision Station,Dongguan 523076,China) |
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| Abstract: | In order to ensure seismic safety,the lesson of earthquake disaster must be taken.In this paper,the seismic behabvior of special columns RC frame structure system and CL structure system(special columns and composite wallboard structure) is analyzed.As a conclusion,the seismic behabvior of the two systems is poor and they are not adaptable to seismic fortification intensity 8 and small high-rise building. |
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| Keywords: | special columns RC frame structure system CL structure system seismic behavior |
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