Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model

Xu Ji; Zhinan Ren; Zhe Qi; Zheng He

doi:doi:10.11648/j.sd.20190702.22

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Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model

Xu Ji, Zhinan Ren, Zhe Qi, Zheng He

Published in Science Discovery (Volume 7, Issue 2)

Received: 28 April 2019 Accepted: Published: 23 May 2019

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Abstract

DUT2014 is a computational program developed by our team for the elastic-plastic time history analysis of super high-rise building structures. The integrated platform code is open source, which has all the materials and elements for the structural analysis of super high-rise buildings. Moreover, the integrated platform has a new element state transition algorithm (STP), which greatly improves the computational efficiency of elastic-plastic time history analysis. Midas is a finite element analysis software, which has good elastic analysis function and non-linear analysis function, and it has good pre-processing function. Preprocessing of DUT2014 is a command stream format in text format, and its modeling function is relatively cumbersome. In order to realize the customization of DUT2014 modeling function, this paper decided to develop an interface program to transform Midas model data file to DUT2014 model data file. This paper establishes an interface program for converting Midas structured data model file into DUT2014 structured data model file by using Microsoft Visual C++ programming program. In order to verify the correctness of structural data model transformation, this paper will use interface program to transform three different scale structures, and then verify the accuracy of the interface by comparing the quality information, modal calculation results, elastic time history response and elastic-plastic time history response of the model before and after transformation.

Published in	Science Discovery (Volume 7, Issue 2)
DOI	10.11648/j.sd.20190702.22
Page(s)	126-133
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Midas, DUT2014, Data Interface, Fiber Beam-Column Element

References

[1]	李加成, 钟双玲. ETABS到ABAQUS转换程序开发[C]// 第十二届全国现代结构工程学术研讨会暨第二届全国索结构技术交流会。
[2]	董立坤, 王徽. PKPM与ETABS结构模型数据转换接口的实现[J]. 土木建筑工程信息技术, 2012(3)。
[3]	孟仲永, 张慎, 王杰. SAP2000到ABAQUS的模型转换程序研究与开发[J]. 建筑结构, 2017(s2):552-555。
[4]	杨先桥, 傅学怡, 黄用军. SAP2000到ABAQUS及NASTRAN的模型转换程序SAPTRANS介绍[J]. 建筑结构, 2010(11):I0008-I0011。
[5]	王文渊. SATWE与ETABS数据接口软件编制[J]. 工程建设与设计, 2008(z1):42-47。
[6]	王杰, 张慎. 复杂高层建筑从YJK到ABAQUS的模型转换程序研究与开发[J]. 建筑结构, 2017(S2):546-551。
[7]	付少俊. 超高层建筑结构动力弹塑性时程分析加速算法与集成[D]. 大连：大连理工大学，2016。
[8]	Shared Memory Parallel Computing Procedures for Nonlinear Dynamic Analysis of Super High-rise Buildings [C]. Fu SJ, He Z, Li ZQ, Tu X, Tao Q. Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015), Brisbane, Australia, December 2015.
[9]	侯高峰, 王建国, 张茂. 基于MIDAS/GEN高层建筑结构静力弹塑性分析[J]. 合肥工业大学学报（自然科学版）, 2008, 31(10)。
[10]	侯高峰. 基于MIDAS/GEN高层建筑结构三维有限元仿真分析[D]. 合肥工业大学, 2007。
[11]	陈迎春, 李小飞, 何四祥. MIDAS/Gen在建筑结构施工分析中的应用研究[J]. 建筑结构, 2010(s1):504-505。
[12]	PEER Ground Motion Database. https: //ngawest2.berkeley.edu/users/sign up.2019.
[13]	Kent DC, Park R. Flexural members with confined concrete [J]. Journal of the Structural Division, 1971, 97 (7): 1969-1990.
[14]	Menegotto M, and Pinto PE. Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending [C]. Proc., IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, IABSE Reports, Lisbon, Portugal, 1973.
[15]	孙丞江. 应用改进非线性分层壳模型的框架—核心筒结构强震响应分析[D]. 大连：大连理工大学，2017。
[16]	何政, 孙丞江. 应用改进非线性分层壳模型的超高层框架——核心筒结构强震响应分析[J]. 工程力学, 2018, 35(6)。
[17]	须寅, 龙驭球. 采用广义协调条件构造具有旋转自由度的四边形膜元[J]. 工程力学, 1993, 10(3): 27—36。
[18]	Vecchio F J, Collins M P. The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear[J]. AC1 Journal. 1986, 83(2): 219-231。

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APA Style

Xu Ji, Zhinan Ren, Zhe Qi, Zheng He. (2019). Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model. Science Discovery, 7(2), 126-133. https://doi.org/10.11648/j.sd.20190702.22

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ACS Style

Xu Ji; Zhinan Ren; Zhe Qi; Zheng He. Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model. Sci. Discov. 2019, 7(2), 126-133. doi: 10.11648/j.sd.20190702.22

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AMA Style

Xu Ji, Zhinan Ren, Zhe Qi, Zheng He. Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model. Sci Discov. 2019;7(2):126-133. doi: 10.11648/j.sd.20190702.22

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@article{10.11648/j.sd.20190702.22,
  author = {Xu Ji and Zhinan Ren and Zhe Qi and Zheng He},
  title = {Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model},
  journal = {Science Discovery},
  volume = {7},
  number = {2},
  pages = {126-133},
  doi = {10.11648/j.sd.20190702.22},
  url = {https://doi.org/10.11648/j.sd.20190702.22},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20190702.22},
  abstract = {DUT2014 is a computational program developed by our team for the elastic-plastic time history analysis of super high-rise building structures. The integrated platform code is open source, which has all the materials and elements for the structural analysis of super high-rise buildings. Moreover, the integrated platform has a new element state transition algorithm (STP), which greatly improves the computational efficiency of elastic-plastic time history analysis. Midas is a finite element analysis software, which has good elastic analysis function and non-linear analysis function, and it has good pre-processing function. Preprocessing of DUT2014 is a command stream format in text format, and its modeling function is relatively cumbersome. In order to realize the customization of DUT2014 modeling function, this paper decided to develop an interface program to transform Midas model data file to DUT2014 model data file. This paper establishes an interface program for converting Midas structured data model file into DUT2014 structured data model file by using Microsoft Visual C++ programming program. In order to verify the correctness of structural data model transformation, this paper will use interface program to transform three different scale structures, and then verify the accuracy of the interface by comparing the quality information, modal calculation results, elastic time history response and elastic-plastic time history response of the model before and after transformation.},
 year = {2019}
}

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TY  - JOUR
T1  - Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model
AU  - Xu Ji
AU  - Zhinan Ren
AU  - Zhe Qi
AU  - Zheng He
Y1  - 2019/05/23
PY  - 2019
N1  - https://doi.org/10.11648/j.sd.20190702.22
DO  - 10.11648/j.sd.20190702.22
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 126
EP  - 133
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20190702.22
AB  - DUT2014 is a computational program developed by our team for the elastic-plastic time history analysis of super high-rise building structures. The integrated platform code is open source, which has all the materials and elements for the structural analysis of super high-rise buildings. Moreover, the integrated platform has a new element state transition algorithm (STP), which greatly improves the computational efficiency of elastic-plastic time history analysis. Midas is a finite element analysis software, which has good elastic analysis function and non-linear analysis function, and it has good pre-processing function. Preprocessing of DUT2014 is a command stream format in text format, and its modeling function is relatively cumbersome. In order to realize the customization of DUT2014 modeling function, this paper decided to develop an interface program to transform Midas model data file to DUT2014 model data file. This paper establishes an interface program for converting Midas structured data model file into DUT2014 structured data model file by using Microsoft Visual C++ programming program. In order to verify the correctness of structural data model transformation, this paper will use interface program to transform three different scale structures, and then verify the accuracy of the interface by comparing the quality information, modal calculation results, elastic time history response and elastic-plastic time history response of the model before and after transformation.
VL  - 7
IS  - 2
ER  -

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Author Information

Xu Ji

Department of Civil Engineering, Dalian University of Technology, Dalian, China
Zhinan Ren

Department of Civil Engineering, Dalian University of Technology, Dalian, China
Zhe Qi

Department of Civil Engineering, Dalian University of Technology, Dalian, China
Zheng He

Department of Civil Engineering, Dalian University of Technology, Dalian, China

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Plain Text BibTeX RIS

APA Style

Xu Ji, Zhinan Ren, Zhe Qi, Zheng He. (2019). Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model. Science Discovery, 7(2), 126-133. https://doi.org/10.11648/j.sd.20190702.22

Copy | Download

ACS Style

Xu Ji; Zhinan Ren; Zhe Qi; Zheng He. Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model. Sci. Discov. 2019, 7(2), 126-133. doi: 10.11648/j.sd.20190702.22

Copy | Download

AMA Style

Xu Ji, Zhinan Ren, Zhe Qi, Zheng He. Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model. Sci Discov. 2019;7(2):126-133. doi: 10.11648/j.sd.20190702.22

Copy | Download

@article{10.11648/j.sd.20190702.22,
  author = {Xu Ji and Zhinan Ren and Zhe Qi and Zheng He},
  title = {Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model},
  journal = {Science Discovery},
  volume = {7},
  number = {2},
  pages = {126-133},
  doi = {10.11648/j.sd.20190702.22},
  url = {https://doi.org/10.11648/j.sd.20190702.22},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20190702.22},
  abstract = {DUT2014 is a computational program developed by our team for the elastic-plastic time history analysis of super high-rise building structures. The integrated platform code is open source, which has all the materials and elements for the structural analysis of super high-rise buildings. Moreover, the integrated platform has a new element state transition algorithm (STP), which greatly improves the computational efficiency of elastic-plastic time history analysis. Midas is a finite element analysis software, which has good elastic analysis function and non-linear analysis function, and it has good pre-processing function. Preprocessing of DUT2014 is a command stream format in text format, and its modeling function is relatively cumbersome. In order to realize the customization of DUT2014 modeling function, this paper decided to develop an interface program to transform Midas model data file to DUT2014 model data file. This paper establishes an interface program for converting Midas structured data model file into DUT2014 structured data model file by using Microsoft Visual C++ programming program. In order to verify the correctness of structural data model transformation, this paper will use interface program to transform three different scale structures, and then verify the accuracy of the interface by comparing the quality information, modal calculation results, elastic time history response and elastic-plastic time history response of the model before and after transformation.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Implementation of Data Conversion Interface Between Midas and DUT2014 Structural Model
AU  - Xu Ji
AU  - Zhinan Ren
AU  - Zhe Qi
AU  - Zheng He
Y1  - 2019/05/23
PY  - 2019
N1  - https://doi.org/10.11648/j.sd.20190702.22
DO  - 10.11648/j.sd.20190702.22
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 126
EP  - 133
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20190702.22
AB  - DUT2014 is a computational program developed by our team for the elastic-plastic time history analysis of super high-rise building structures. The integrated platform code is open source, which has all the materials and elements for the structural analysis of super high-rise buildings. Moreover, the integrated platform has a new element state transition algorithm (STP), which greatly improves the computational efficiency of elastic-plastic time history analysis. Midas is a finite element analysis software, which has good elastic analysis function and non-linear analysis function, and it has good pre-processing function. Preprocessing of DUT2014 is a command stream format in text format, and its modeling function is relatively cumbersome. In order to realize the customization of DUT2014 modeling function, this paper decided to develop an interface program to transform Midas model data file to DUT2014 model data file. This paper establishes an interface program for converting Midas structured data model file into DUT2014 structured data model file by using Microsoft Visual C++ programming program. In order to verify the correctness of structural data model transformation, this paper will use interface program to transform three different scale structures, and then verify the accuracy of the interface by comparing the quality information, modal calculation results, elastic time history response and elastic-plastic time history response of the model before and after transformation.
VL  - 7
IS  - 2
ER  -

Copy | Download