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author：

Wang, F. (Wang, F..) [1] | Liu, W. (Liu, W..) [2] | Zhang, D. (Zhang, D..) [3] | Wang, R. (Wang, R..) [4] | Li, T. (Li, T..) [5] | Fu, K. (Fu, K..) [6] | Zhao, C. (Zhao, C..) [7] | Huang, C. (Huang, C..) [8] | Wu, X. (Wu, X..) [9] | Gao, X. (Gao, X..) [10] | Zhou, R. (Zhou, R..) [11] | Zhong, J. (Zhong, J..) [12]

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Scopus

Abstract：

Based　on　the　design　checking　method　of　integral　cast-in-place　wind　tower　foundation,　considering　the　stiffness　reduction　effect　and　the　change　of　stress　characteristics　brought　by　assembly　technology,　the　design　checking　method　of　typical　assembled　fan　foundation　stress　performance　is　put　forward,　which　includes　four　aspects:　foundation　overall　stability　index,　foundation　overall　bearing　capacity　index,　joint　bending　performance　and　joint　shear　performance.　The　overall　stability　index　of　foundation　can　be　subdivided　into　six　parts:　foundation　void　rate,　foundation　bearing　capacity,　foundation　settlement,　foundation　rotation　angle,　anti-slip　and　anti-overturning,　and　the　overall　bearing　capacity　index　of　foundation　can　be　subdivided　into　bending　resistance,　shear　resistance　and　punching　resistance.　Finally,　based　on　Python　programming　language,　the　program　checking　method　of　typical　assembled　fan　foundation　is　designed,　which　realizes　the　purpose　of　parametric　analysis　and　instantaneous　results.　©　The　Author(s),　under　exclusive　license　to　Springer　Nature　Singapore　Pte　Ltd.　2024.

Keyword：

Assembly foundation Design methodology Parameter analysis Structure behaviors

Community：

  • [ 1 ] [Wang F.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 2 ] [Liu W.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China
  • [ 3 ] [Zhang D.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 4 ] [Wang R.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China
  • [ 5 ] [Li T.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 6 ] [Fu K.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 7 ] [Zhao C.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 8 ] [Huang C.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 9 ] [Wu X.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China
  • [ 10 ] [Wu X.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 11 ] [Gao X.]Sinovel Wind Group Co., Ltd, Beijing, 100086, China
  • [ 12 ] [Zhou R.]Shanghai Electric Wind Power Group Co., Ltd, Shanghai, 200233, China
  • [ 13 ] [Zhou R.]CFHI(HEILONGJIANG) Wind Power Hybrid Tower Co., Ltd, Fulaerji, 161042, China
  • [ 14 ] [Zhong J.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China

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ISSN： 2366-2557

Year： 2024

Volume： 531 LNCE

Page： 128-140

Language： English

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ESI Highly Cited Papers on the List： 0 Unfold All

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30 Days PV： 0

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