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| PKPM结构设计主筋配筋的建议 | |
| 引用本文： | 谭振军,袁建伟,彭翰旋. PKPM结构设计主筋配筋的建议[J]. 山西建筑, 2010, 36(9): 39-41 |
| 作者姓名： | 谭振军 袁建伟 彭翰旋 |
| 作者单位： | 1. 长沙理工大学土木与建筑学院,湖南长沙,410000 2. 湖南城建职业技术学院土木工程系,湖南长沙,410000 |
| 摘 要： | 通过PKPM设计实例分析，提出平时设计时不应任意放大钢筋，放大钢筋不仅不经济，而且不能增强结构的抗震性能，以使框架结构设计更加合理，满足技术先进、经济合理、安全适用，确保质量的要求。 |
| 关 键 词： | 结构设计 抗震 延性 |
Some suggestions on the main reinforcing bars in PKPM structural design |
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| TAN Zhen-jun,YUAN Jian-wei,PENG Han-xuan. Some suggestions on the main reinforcing bars in PKPM structural design[J]. Shanxi Architecture, 2010, 36(9): 39-41 | |
| Authors: | TAN Zhen-jun YUAN Jian-wei PENG Han-xuan |
| Affiliation: | TAN Zhen-jun YUAN Jian-wei PENG Han-xuan |
| Abstract: | Based on case study on PKPM design,it suggests that reinforcing bars should not be enlarged at random during designing,which is rarely conducive to improve the earthquake resistance of structure.Therefore makes frame structure design more rational,which meets the needs of advanced technique,economy and rationality,safety and utility,and quality guarantee. |
| Keywords: | structure design earthquake resistance flexibility |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |