首页> 外文期刊>Steel & Composite Structures: An International Journal >Ultimate strength of long-span buildings with PEB (Pre-Engineered Building) system
【24h】

Ultimate strength of long-span buildings with PEB (Pre-Engineered Building) system

机译:采用PEB(预制建筑)系统的大跨度建筑物的极限强度

获取原文
获取原文并翻译 | 示例
           

摘要

With the improvement of the quality of construction materials and the development of construction technologies, large-scale long-span steel frame buildings have been built recently. The P.E.B system using tapered members is being employed as an economically-efficient long-span structure owing to its advantage of being able to distribute stress appropriately depending on the size of sectional areas of members. However, in December 2005 and in February 2014, P.E.B buildings collapsed due to sudden loads such as snow loads and wind gusts. In this study, the design and construction of the P.E.B system in Korea were analyzed and its structural safety was evaluated using the finite element analysis program to suggest how to improve the P.E.B system in order to promote the efficient and rational application of the system.
机译:随着建筑材料质量的提高和建筑技术的发展,近来已经建造了大型的大跨度钢框架建筑。由于使用锥形构件的P.E.B系统具有能够根据构件的截面积适当地分散应力的优点,因此被用作经济有效的大跨度结构。但是,在2005年12月和2014年2月,P.E.B建筑物由于突然的负荷而倒塌,例如雪荷载和阵风。在这项研究中,分析了韩国的P.E.B系统的设计和构造,并使用有限元分析程序对它的结构安全性进行了评估,以提出如何改进P.E.B系统以促进该系统高效合理地应用的建议。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号