Stability behavior of joint stiffness on the single-layer reticulated shell of badminton arena for 2008 Olympic Games - Details

Author：

Zhang, C.-C. (Zhang, C.-C..) | Zhang, B.-Q. (Zhang, B.-Q..) | Zhang, A.-L. (Zhang, A.-L..)

Indexed by：

Scopus PKU CSCD

Abstract：

ANSYS　is　powerful　finite　element　analysis　software.　Using　Matrix27　element　in　ANSYS,　a　fundamental　procedure　based　on　APDL　programming　technique　to　solve　the　problem　of　half　rigidity　of　joints　is　presented.　Then　the　model　of　a　steel　structural　lattice　shell　is　established.　The　forgoing　program　for　adjusting　joint　rigidity　is　applied,　and　the　curve　relation　between　joint　stiffness　and　eigenvalue　is　presented.　The　influence　of　joint　stiffness　on　structural　stability　is　studied　emphatically.　Finally,　some　useful　conclusions　are　obtained,　which　can　be　referred　in　the　design　of　such　kind　of　grid　shells.

Keyword：

Half rigidity; Joint stiffness; Matrix27 element; Secondary development; Stabilility behavior

Author Community：

[ 1 ] [Zhang, C.-C.]School of Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Zhang, B.-Q.]School of Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 3 ] [Zhang, A.-L.]School of Civil Engineering, Beijing University of Technology, Beijing 100022, China

Reprint Author's Address：

[Zhang, C.-C.]School of Civil Engineering, Beijing University of Technology, Beijing 100022, China

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Source ：

World Information on Earthquake Engineering

ISSN： 1007-6069

Year： 2007

Issue： 3

Volume： 23

Page： 32-40

Cited Count：

WoS CC Cited Count： 0

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 12

Affiliated Colleges：

建筑与城市规划学院本学院/部未明确归属的数据

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