Influence of Outrigger Systems on the Spatial Rigidity of an Object of Parametric Architecture

G. Kravchenko, E. Trufanova, D. Vysokovsky
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Abstract

Introduction. In the existing building industry standards and regulations there are currently put into effect the requirements for the spatial rigidity of buildings and structures. For fulfillment of the set requirements various design solutions are used: outrigger systems, edge beams, subrafter constructions etc. Currently the most common design solution for high-rise buildings is integration of the outrigger systems into a building frame.Materials and methods. The evolution of forming the epicycloid cylindrical surface in the SAPPHIRE software was investigated. Based on the results of the study, the optimal form of a parametric architecture object was determined. Five versions of an object design solutions were developed. Modeling of the elaborated building frames was performed in the LIRA-SAPR software based on the slab-beam design model by the finite element method.Results. The analysis of static and dynamic calculations results enables to choose the rational version of a parametric architecture object frame and to provide the necessary strength attributed with maximum possible lean consumption of the materials for the outrigger storey. In the course of experiment the efficiency of a building frame dynamic properties regulation is defined, the technical and economic indicators of the proposed versions and design solutions aimed at increasing the overall rigidity of the building are compared.Discussion and conclusion. A comparative analysis of the dynamic properties regulation efficiency was carried out for each structural scheme. The most rational scheme for a high-rise building was selected, the one meeting the strength and rigidity requirements and proving to be the most material saving. In addition to the efficient dynamic properties regulation, the horizontal stiffening rings were implemented as a constructive solution to prevent and protect a high-rise building from progressing impact which accounts for complete or partial collapse of the building.
支腿系统对参数化结构对象空间刚度的影响
介绍。在现有的建筑行业标准和法规中,目前对建筑物和结构的空间刚度提出了要求。为了满足设定的要求,采用了各种设计方案:支腿系统,边梁,子结构等。目前,高层建筑最常见的设计方案是将支腿系统集成到建筑框架中。材料和方法。研究了在蓝宝石软件中成形表摆线圆柱面的演变过程。根据研究结果,确定了参数化建筑对象的最优形式。开发了五个版本的对象设计解决方案。基于板-梁设计模型,在LIRA-SAPR软件中对结构框架进行有限元建模。静态和动态计算结果的分析使我们能够选择参数化建筑对象框架的合理版本,并为支腿层的材料提供最大可能的精益消耗所必需的强度。在实验过程中,定义了建筑框架动态性能调节的效率,并对提出的版本和旨在提高建筑整体刚度的设计方案的技术经济指标进行了比较。讨论与结论。对各结构方案的动力性能调节效率进行了对比分析。为高层建筑选择了最合理的方案,即满足强度和刚度要求并证明最节省材料的方案。除了有效的动力性能调节外,水平加强环的实施是一种建设性的解决方案,以防止和保护高层建筑免受导致建筑完全或部分倒塌的持续冲击。
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