| 弹性支承连续梁法计算刚架拱桥横向分布系数 |
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| 引用本文： | 康恒兴.弹性支承连续梁法计算刚架拱桥横向分布系数[J].山西建筑,2008,34(21). |
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| 作者姓名： | 康恒兴 |
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| 作者单位： | 山东潍坊市公路勘察设计院,山东潍坊,261061 |
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| 摘 要： | 介绍了弹性支承连续梁简化法计算刚架拱桥活载横向分布系数的基本原理,在此基础上得出了桥各拱片的横向影响线及横向分布系数的计算结果,阐述了弹性支承连续梁法在莱阳蚬河大桥中的应用。
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| 关 键 词： | 弹性支承连续梁法 刚架拱桥 横向分布 |
Calculating the transverse distribution coefficient of rigid frame arch bridge by using the elastic supporting continuous beam method |
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| KANG Heng-xing.Calculating the transverse distribution coefficient of rigid frame arch bridge by using the elastic supporting continuous beam method[J].Shanxi Architecture,2008,34(21). |
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| Authors: | KANG Heng-xing |
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| Affiliation: | KANG Heng-xing |
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| Abstract: | It introduces the basic principles of calculating the transverse distribution coefficient of rigid frame arch bridge by using the elastic supporting continuous beam method and gets the calculating effect of the transverse affecting line and transverse distribution coefficient of each arch of the bridge on base of it,and represents the application of elastic supporting continuous beam method in Xianhe Bridge in Laiyang. |
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| Keywords: | elastic supporting continuous beam method rigid frame arch bridge transverse distribution |
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