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Analysis and design of reinforced concrete load-bearing structure of a three storey office building in Ribnica

机译:Ribnica的三层办公楼的钢筋混凝土承重结构分析与设计

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摘要

This thesis presents static analysis of load-bearing structure of a three storey office building in Ribnica according to Eurocode standard. The load-bearing structure is made of reinforced concrete and consists of smooth slabs on pillars that represent ceiling and roof structure, pillars and walls with openings. In the analysis of the load-bearing structure the influence of permanent and weigh down and also the impact of wind, snow and earthquake are considered. Detailed analysis of vertical loadbearing elements was performed with a statial computational model within commercial ETABS program, while the analysis of ceiling slabs was performed with the program SAP 2000. In thesis is the design of a ceiling slab and part of reinforced-concrete wall with opening, presented in detail.udResults of the analysis are presented in text, tables and images. The distribution of reinforcement in the analyzed elements of load-bearing structure is shown in reinforcement plans.
机译:本文根据Eurocode标准,对Ribnica的三层办公楼的承重结构进行了静态分析。承重结构由钢筋混凝土制成,由代表天花板和屋顶结构的支柱上的光滑平板,带有开口的支柱和墙壁组成。在分析承重结构时,考虑了永久性和轻压性的影响以及风,雪和地震的影响。在商业ETABS程序中,使用静态计算模型对垂直承重元件进行了详细分析,而在SAP 2000程序中,对天花板进行了分析。本文是天花板板的设计以及带有开口的钢筋混凝土墙的一部分,详细显示。 ud分析结果以文本,表格和图像形式显示。加固计划中显示了在承重结构分析元素中的加固分布。

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  • 作者

    Rus Martin;

  • 作者单位
  • 年度 2013
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"sl","name":"Slovene","id":39}
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