• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>International Conference on Rehabilitation and Maintenance in Civil Engineering >Retrofitting of STKIP ADZKIA Padang Building Using V-Inverted Steel Bracing
【24h】

Retrofitting of STKIP ADZKIA Padang Building Using V-Inverted Steel Bracing

机译：用V倒钢支撑改装Stkip Adzkia Padang建筑

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Construction failure is always associated with non-fulfillment of the quality and technical specifications of the material that should be considered when the construction process has been done. STKIP ADZKIA Padang building is one of 4-story reinforced concrete (RC) building that has structural damage during construction phase. The beams of the building undergo large deflection and the cracks appear in the beams and slabs when the building was constructed up to 2nd floor. In this paper, building assessment was carried out to evaluate the performance of the existing building. The structure was analysed based on New Indonesian Seismic Code, SNI 03-1726-2012. The result shows that the building is not capable to resist the working loads. Furthermore, retrofitting of the building structure using V-inverted steel bracing was proposed. The analysis result shows that retrofitting of the structure by installing the steel bracing on the RC frames in both X and Y directions increase the capacity of the building structure.
机译：施工失败始终与非实现材料的质量和技术规范相关联，应在建造过程完成时进行。 Stkip Adzkia Padang Building是4层钢筋混凝土（RC）建筑之一，在施工阶段具有结构损坏。建筑物的光束经历大的偏转，并且当建筑物构造成2楼时，横梁出现在梁和板中。在本文中，进行了建筑评估，以评估现有建筑的表现。基于新印度尼西亚地震代码，SNI 03-1726-2012分析了该结构。结果表明，建筑物无法抵抗工作负荷。此外，提出了使用V倒钢支撑的建筑结构改造。分析结果表明，通过在X和Y方向上安装在RC帧上的钢支撑件通过安装钢支撑来增加建筑物结构的容量。

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