Computer-Aided Architectural Design Optimization Based on BIM Technology

被引:1
作者
Fan, Haiyan [1 ]
Goyal, Bhawna [2 ]
Ghafoor, Kayhan Zrar [3 ,4 ]
机构
[1] Shandong Polytech, Jinan 250104, Shandong, Peoples R China
[2] Chandigarh Univ, Univ Ctr Res & Dev, Dept ECE, Mohali 140413, Punjab, India
[3] Knowledge Univ, Dept Comp Sci, Erbil 44001, Iraq
[4] Salahaddin Univ Erbil, Dept Software & Informat Engn, Erbil, Iraq
来源
INFORMATICA-AN INTERNATIONAL JOURNAL OF COMPUTING AND INFORMATICS | 2022年 / 46卷 / 03期
关键词
BIM Technology; Computer-aided; Architectural design; CAD application; Seismic analysis; IMPACTS; LCA;
D O I
10.31449/inf.v46i3.3935
中图分类号
TP31 [计算机软件];
学科分类号
081202 ; 0835 ;
摘要
This article addresses the problem of the non-circulation of information in each stage of architectural design. This paper explores the architectural design process based on the BIM platform and puts forward the structural design method based on the BIM platform. It carries out the seismic analysis of a high-rise building with a transfer floor structure and compares the analysis results with the structural analysis software commonly used by the current design institute. The results obtained for experimentation show that the period ratio, displacement ratio, and the first six modes calculated by the two methods in the modal analysis are consistent. The error between calculation results and PKPM calculation results is within a reasonable range. In the analysis of the mode decomposition response spectrum method, the seismic forces in X and Y directions, floor shear, overturning moment, floor average displacement, and displacement angle obtained by the two models are compared respectively. The analysis results of the two methods accord with the mechanical characteristics of the transfer floor structure, and the calculation error is within the allowable range. The structural design based on the BIM platform has the advantages of high visualization, parameter-driven component size, and high model accuracy, improving design drawing efficiency.
引用
收藏
页码:323 / 332
页数:10
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