TY - JOUR
T1 - Semi-automatic generation of shear wall structural models
AU - Zhou, Xuhong
AU - Huang, Xuesi
AU - Liu, Jiepeng
AU - Cheng, Guozhong
AU - Wang, Lufeng
AU - Hu, Jiahao
AU - Liu, Pengkun
AU - Chen, Y. Frank
N1 - Funding Information:
The authors greatly appreciate the financial supports provided by the Technology Innovation and Application Development of Chongqing Science and Technology Commission (CSTB2022TIAD-KPX0136) and the National Natural Science Foundation of China (No.52130801). The opinions expressed in this paper belong solely to the authors.
Publisher Copyright:
© 2023 Institution of Structural Engineers
PY - 2023/5
Y1 - 2023/5
N2 - Manual creation and adjustment of a structural model is time-consuming and could be erroneous. Thus, a semi-automatic generation method based on little manual operation for shear wall structural models is proposed. It includes fast room identification based on graph structure and depth-first search, a complete process of generating structural members including shear walls, structural beams, and slabs, and a rapid process of load modeling. The method is proven accurate and effective in member and load modeling, as demonstrated by two actual engineering cases. Specifically, the structural model is adequately controlled by parameters; the members are correctly generated and interconnected; the load magnitude and arrangement are consistent with the manual results; and the time consumption is generally within one minute. Thus, the proposed method can assist in structural modeling tasks and provide a high-speed information communication between architectural drawings and structural calculation software.
AB - Manual creation and adjustment of a structural model is time-consuming and could be erroneous. Thus, a semi-automatic generation method based on little manual operation for shear wall structural models is proposed. It includes fast room identification based on graph structure and depth-first search, a complete process of generating structural members including shear walls, structural beams, and slabs, and a rapid process of load modeling. The method is proven accurate and effective in member and load modeling, as demonstrated by two actual engineering cases. Specifically, the structural model is adequately controlled by parameters; the members are correctly generated and interconnected; the load magnitude and arrangement are consistent with the manual results; and the time consumption is generally within one minute. Thus, the proposed method can assist in structural modeling tasks and provide a high-speed information communication between architectural drawings and structural calculation software.
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U2 - 10.1016/j.istruc.2023.03.031
DO - 10.1016/j.istruc.2023.03.031
M3 - Article
AN - SCOPUS:85149894259
SN - 2352-0124
VL - 51
SP - 42
EP - 54
JO - Structures
JF - Structures
ER -