Optimum Design for the Independent Foundation Based on Parameterized Model and Criteria Method

Hai Yan Lu; Tong Xing; Wen Bo Bao

doi:10.4028/www.scientific.net/AMR.1044-1045.616

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1044-1045Optimum Design for the Independent Foundation...

Optimum Design for the Independent Foundation Based on Parameterized Model and Criteria Method

Abstract:

Through building dynamic foundation configuration database based on the parametric design models, an efficient optimization design principle suitable for independent foundation design is put forward combining with the existing building structure design codes. Using the object oriented language VB to develop independent foundation optimization design programs, to realize reading in internal force calculation data of the upper structure from SATWE software, then the program searches automatically for the optimal solutions .The optimal design of practical projects illustrates the feasibility of the proposed optimal design method.

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Periodical:

Advanced Materials Research (Volumes 1044-1045)

Pages:

616-619

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https://doi.org/10.4028/www.scientific.net/AMR.1044-1045.616

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Online since:

October 2014

Authors:

Hai Yan Lu*, Tong Xing, Wen Bo Bao

Keywords:

Criteria Method, Dynamic Configuration Database, Independent Foundation, Optimization Design, Parameterized Model

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References

[1] Zhihua Chen, Tao Zhou. Optimum Design of the Single RC Footing Based on Discrete Variables. Journal Of Wuhan University Of Technology. Vol. 27 (10)(2005), pp.109-112, in Chinese.

Google Scholar

[2] Zhihua Chen, Guoqiang Luo, Youhua Huang. Optimum Design of Reinforced Concrete Isolated Footing Under Column. Journal of Hunan University. Vol. 25(5)(1998), pp.160-165, in Chinese.

Google Scholar

[3] Wenbing Chen, Yingzhao Chen. Optimum Design of Isolated Foundation under Column Based on Genetic Algorithm. Engineering Design of the Ground. Nov. 2008, pp.39-42, in Chinese.

Google Scholar

[4] Weiguo Xu. Parametric Design And Algorithm Generating. World Architecture. Jun. 2011, pp.110-111, in Chinese.

Google Scholar

[5] Xudong Zeng, Jie Tan. BIM Based on Intelligent Parametric Modeling Technology. Journal of Chongqing University( Natural Science Edition). Vol. 29(6)(2006), pp.107-110, in Chinese.

Google Scholar

[6] Wei Chen, Fei He, Weidong Wen. Finite Element Analysis Based on Structural Parametric Design and Its Application. Mechanical Science And Technology. Vol. 22 (6)(2003), pp.948-950, in Chinese.

Google Scholar

[7] GB 50007-2011 Code for design of building foundation. China Building Industry Press. (2011).

Google Scholar