| 较大空间砌体结构房屋外纵墙的抗震设计 |
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| 引用本文： | 林君娜.较大空间砌体结构房屋外纵墙的抗震设计[J].湘潭大学自然科学学报,1999,21(1):107-109. |
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| 作者姓名： | 林君娜 |
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| 作者单位： | 厦门市建筑设计院 |
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| 摘 要： | 论述了对于具有较大开间和进深的砌体结构房屋，可采用钢筋混凝土薄壁框架体系取代砌体外纵墙．经多项民用建筑试用表明，这一方法既可增加砌体结构房屋的抗震能力，又可扩大砌体结构的使用范围
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| 关 键 词： | 砌体结构 薄壁框架体系 抗震 外纵墙 |
| 修稿时间： | :1998-07-0 |
ASEISMIC DESIGN FOR LENGTHWISE OUTER WALL OF BROAD SPACE MASONRY STRUCTURE BUILDINGS |
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| Lin,Junna.ASEISMIC DESIGN FOR LENGTHWISE OUTER WALL OF BROAD SPACE MASONRY STRUCTURE BUILDINGS[J].Natural Science Journal of Xiangtan University,1999,21(1):107-109. |
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| Authors: | Lin Junna |
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| Abstract: | Reinforced concrete thin-wall frame system can be used in the construction of broad space masonry structure instead of lengthwise outer wall masonry structure.The results of a number of tests for this design conducted in civil architecture have proved that it can greatly improve aseismic capacity in masonry structure buildings.It is also testified that this design can enlarge the application scope of masonry structure. |
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| Keywords: | masonry structure thinwall frame system aseismic lengthwise outer wall |
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