Information Modeling of the Administrative Multi-Storey Building Frame Reconstruction

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Abstract

Introduction. The present study is targeting the problem of choosing construction solutions for strengthening the frame of a reconstructed multi-storey administrative building. The object of the study is the former Council of Ministers building in the town of Sukhum, Republic of Abkhazia.Materials and methods. During the examination of the building under study, instrumental and visual inspection methods were implemented, which revealed the significant deflection of the roof slab and of two supporting steel beams, as well as emergence of cracks in the load bearing structures and the destruction of partitions. According to the results of examination the dimensional-planning drawings and a structures’ defects list were elaborated. A spatial finite element model of the building was developed in the LIRA-SAPR software package, taking into account the developed dimensionalplanning solutions for the reconstruction of the facility under study. Loads and impacts were set taking into account the requirements of relevant design standards. The detected defects of the structures’ elements were considered.Results. The dynamic calculation of the building frame by finite element method is carried out. The calculation results analysis has shown that all three forms of oscillations are torsional, which proves the structural solutions of the building frame to be complex and requires additional calculations to ensure reliability of construction solutions. The building frame dynamic loads are set taking into account the requirements for buildings with a complex structure frame. The results of the general static calculation has shown that the load-bearing structures of a building are in operating state except for the roof slab.Discussion and Conclusions. Based on the results of a numerical experiment on modeling the operation of the roof slab, the rational solutions for its reconstruction have been developed, recommendations on considering the seismic impacts on the reconstructed building frame of the Council of Ministers have been given.
行政多层建筑框架重构的信息建模
介绍。本研究是针对改建的多层行政大楼框架加固的施工方案选择问题。研究的对象是阿布哈兹共和国苏洪镇的前部长会议大楼。材料和方法。在对所研究的建筑物进行检查期间,采用了仪器和目视检查方法,发现屋顶板和两个支撑钢梁的明显挠度,以及承重结构出现裂缝和隔墙的破坏。根据校核结果,编制了尺寸规划图和结构缺陷清单。建筑的空间有限元模型是在LIRA-SAPR软件包中开发的,考虑到正在研究的设施重建的已开发的尺寸规划解决方案。荷载和影响的设定考虑了相关设计标准的要求。对检测到的结构单元缺陷进行了考虑。采用有限元法对建筑框架进行了动力计算。计算结果分析表明,三种振动形式均为扭振,说明该建筑框架结构解复杂,需要进行额外计算以保证结构解的可靠性。框架动荷载的设定考虑了具有复杂结构框架的建筑的要求。一般静力计算结果表明,该建筑物除楼盖外,其余承重结构均处于工作状态。讨论和结论。根据模拟顶板运行的数值试验结果,提出了合理的顶板重建方案,并对考虑地震对部长会议建筑框架重建的影响提出了建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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