| 浅谈框架梁柱节点核芯区截面抗震验算 |
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| 引用本文： | 蒋咏华.浅谈框架梁柱节点核芯区截面抗震验算[J].广西大学学报(自然科学版),2007,32(B09):325-328. |
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| 作者姓名： | 蒋咏华 |
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| 作者单位： | 广西华蓝设计（集团）有限公司,广西南宁530011 |
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| 摘 要： | 混凝土框架结构设计中，对梁柱节点核芯区的抗震验算是保证建筑结构承载能力和结构延性的发挥．通过本文阐述的观点和验算过程来进一步加深理解．
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| 关 键 词： | 节点核芯区 承载力 延性 |
| 文章编号： | 1001-7445（2007）增-0325-04 |
| 修稿时间： | 2007-04-21 |
On checking the framework of seismic Core Area beam-colum section Joints |
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| JIANG Yong-hua.On checking the framework of seismic Core Area beam-colum section Joints[J].Journal of Guangxi University(Natural Science Edition),2007,32(B09):325-328. |
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| Authors: | JIANG Yong-hua |
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| Institution: | Guangxi Hualan Design and Consulting Group ,Nanning, 530011 ,China |
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| Abstract: | In the concrete framing structural design, the earthquake checks about the node of the beam and column, to be regarded as assurance the structure of building carrying-loads capablity and structure ductility. Reading these standpoints of the text and calculating procession,you have a good comprehension. |
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| Keywords: | node carrying-loads ductility |
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