| 钢筋混凝土结构框架柱截面尺寸设计 |
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| 引用本文： | 徐湘涛.钢筋混凝土结构框架柱截面尺寸设计[J].工业建筑,2010,40(3). |
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| 作者姓名： | 徐湘涛 |
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| 作者单位： | 成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059 |
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| 摘 要： | 在结构方案和结构荷载确定后,影响框架柱截面尺寸的控制因素主要为轴压比限值、层间位移角限值和剪压比限值。在结构设计中,可先进行框架柱截面尺寸估算,并判定框架结构抗震等级,然后通过PKPM软件试算,根据相应的控制因素限值进行框架柱截面尺寸修正,可取得更佳的技术经济指标。
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| 关 键 词： | 钢筋混凝土结构 框架柱 截面尺寸 PKPM |
DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES |
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| Xu Xiangtao.DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES[J].Industrial Construction,2010,40(3). |
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| Authors: | Xu Xiangtao |
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| Abstract: | The controlling factors of section size of frame columns are axial compression ratio and story drift angleand shear compression ratio. In the design process, section size of frame columns should be estimated and aseismic grade of the frame structure should be determined firstly. And trial calculation is performed by PKPM. And then section size of frame columns are updated according to the corresponding limited value of controlling factor, By above method, better technical and economic indexes are obtained. |
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| Keywords: | PKPM reinforced concrete structure frame column section size PKPM |
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