[1]许琪楼.铰支连续梁支座反力等效荷载方法及应用[J].郑州大学学报(工学版),1990,11(01):29-34.
　Xu Qilou,Hanging branch continuous beam support method and application method and application[J].Journal of Zhengzhou University (Engineering Science),1990,11(01):29-34.
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铰支连续梁支座反力等效荷载方法及应用()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
11
期数:
1990年01期
页码:
29-34
栏目:
出版日期:
1990-01-28

文章信息/Info

Title:
Hanging branch continuous beam support method and application method and application
作者:
许琪楼;
郑州工学院土建系,
Author(s):
Xu Qilou;
The Department of Civil Construction of Zhengzhou Institute of Technology,
关键词:
等效荷载; 连续梁
Keywords:
Equivalent load;  continuous beam
文献标志码:
A
摘要:
本文提出铰支连续梁支座反力等效荷载方法.在某些特定情况下,用该法计算连续梁反力及内力更为简捷方便.对于钢筋砼连续深梁反力及内力计算。等效荷载方法具有十分方便、准确的工程计算价值.
Abstract:
This article proposes the equivalent method of hinge continuous beam support. In some specific cases, it is more simple and convenient to use this method to calculate the continuous beam reaction force and internal force. The equivalent loading method has a very convenient and accurate engineering calculation value.

相似文献/References:

[1]刘立新,龚绍熙.连续深梁和短梁支座反力的分析及计算[J].郑州大学学报(工学版),1989,10(04):1.
　[J].Journal of Zhengzhou University (Engineering Science),1989,10(01):1.

更新日期/Last Update: 1900-01-01