Economical Design of Glass and Aluminum Panels by the Large Deflection Theory
Author:
Affiliation:
1. a RED Façade Consultant Lid
2. b Siu Yin Wal and Associates Ltd
3. c Department of Civil and Structural Engineering , The Hong Kong Polytechnic University
Publisher
The Hong Kong Institution of Engineers
Subject
General Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/1023697X.2002.10667890
Reference12 articles.
1. Allman, DJ [19B41, “A Compatible Triangular Element including Vertex Rotations for Plane Elasticity Analysis”,Computers and Structures, 19(1–2), 1–8.
2. AAMA [1979], “Aluminum Curtain Wall Design Guide Manual”,Architectural Aluminum Manufacturers Association.
3. Batoz, J L, Bathe, K J and Ho, L W [1980], “A StUdy of Three-Node Triangular Plate Bending Elements”,Int J Numer Methods Engrg, 15, 1771–1812.
4. Baloz, J L [1982], “An Expllclt Formulation for an Efficient Triangular Platebending Element”,Int J Numer Methods Engrg, 18, 1077–1089.
5. CGSB-12.20-MB9[1989], “Structural oeslgn of Glass for Buildings”,National Standard of Canada, Canadian General Standards Board.
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