1 |
Dunn, T. (2015). Demolition engineering: Analysis, testing and design of weakened steel columns prior to collapse. Stellenbosch: Stellenbosch University.
|
2 |
Estuar, F. R., & Tall, L. (1967). The testing of pinned-end columns. Tech. rep. 1683. Lehigh University Institute of Research.
|
3 |
Galambos, T. V. (1998). Guide to stability design criteria for metal structures (5th ed.). New York: Wiley. http://books.google.com/books?hl=es&lr=&id=W_a0-8wiHd wC&pgis=1.
|
4 |
HK Bldg. Dept. (2004). Code of practice for demolition of buildings. Hong Kong, PRC: Hong Kong Buildings Department.
|
5 |
IS. (2002). IS 4130 (1991): Safety code for demolition of buildings [CED 29: Construction management including safety in construction]. New Delhi: Bureau of Indian Standards.
|
6 |
JISF. (2015). Demolition of high-rise buildings and bridges. Steel Construction Today & Tomorrow, April (44), 7-13.
|
7 |
Mitchell, D. (2016). Demolition engineering: Lateral load carrying capacity of weakened steel beams. Stellenbosch: Stellenbosch University.
|
8 |
NDA. (2014). FAQs about demolition. National Demolition Association Webpage. http://www.demolitionassociation.com/demolition-faq. Accessed 1 Nov 2015.
|
9 |
Roylance, D. (2006). Stress-strain curves (Vol. 3). Cambridge: Massachusetts Institute of Technology.
|
10 |
SABS. (2005). SABS 2001:CS1 (2005) - Construction Works - Part CS1: Structural Steelwork (1st ed.). edited by South Afrucan Bureau of Standards, Pretoria.
|
11 |
SABS. (2010). SABS 6892-1 (2010). Metallic materials-tensile testing. Part 1: Method of test at room temperature (1st ed.). Pretoria: South African Bureau of Standards.
|
12 |
Avery, P., & Mahendran, M. (2000). Distributed plasticity analysis of steel frame structures comprising non-compact sections. Engineering Structures, 22 (8), 901-919.
DOI
|
13 |
BSI. (2014). BS EN 1993-1-1:2005 + A1:2014-Eurocode 3: Design of steel structures-Part 1-1: General rules and rules for buildings, Eurocode 3, Amd. 1. London: British Standards Institute.
|
14 |
Tebedge, N., Marek, P., & Tall, L. (1971). On testing methods for heavy columns. Tech. rep. 351.4. Lehigh University Institute of Research.
|
15 |
Chabrolin, B. (2001). Partial safety factors for resistance of steel elements to EC3 & EC4. Calibration for various steel products and failure criteria, Final report. St-Remy-les-Chevreuse: Centre Technique Industriel de la Construction Metallique (CTICM).
|
16 |
Dassault Systemes. (2014). Abaqus analysis user's manual. Abaqus 6.14.1. Velizy-Villacoublay, France: Dassault Systemes Simulia Corporation.
|
17 |
Dassault Systemes. (2016). Abaqus. Providence, RI: Dassault Systemes.
|
18 |
SABS. (2011). SANS 10162-1: 2011 South African National Standard the structural use of steel part 1: Limit-states design of hot-rolled steelwork. Pretoria: SABS.
|
19 |
Smalberger, H. J. W. (2014). Comparative study of the equivalent moment factor between international steel design specifications. Stellenbosch: Stellenbosch University.
|
20 |
Thi Thu Ho, C. (2010). Analysis of thermally induced forces in steel columns subjected to fires. Texas, USA: University of Texas at Austin.
|
21 |
van Helsdingen, G. C. F. (2012). Investigation into the load capacity of weakened columns. Pretoria: University of Pretoria.
|
22 |
van Jaarsveldt, W. J. (2016). Predicting the failure load of steel columns weakened to facilitate demolition of structures. Stellenbosch: Stellenbosch University.
|
23 |
van Jaarsveldt, W. J., & Walls, R. S. (2016). Predicting the failure load of steel columns weakened to facilitate demolition of a structure. In A. Zingoni (Ed.), Insights and innovations in structural engineering, mechanics and computation (pp. 1190-1195). Cape Town: Taylor & Francis.
|
24 |
Walls, R. S. (2017). Demolition of steel structures: Structural engineering solutions for a more sustainable construction industry. In Y. Bahei-El-Din & M. Hassan (Eds.), Advanced technologies for sustainable systems (pp. 3-8). Cairo: Springer.
|
25 |
Yuan, Z. (2004). Advanced analysis of steel frame structures subjected to lateral torsional buckling effects. Brisbane: Queensland University of Technology.
|
26 |
Walls, R. S., & Viljoen, C. (2016). A comparison of technical and practical aspects of Eurocode 3-1-1 and SANS 10162-1 hot-rolled steelwork design codes. Journal of the South African Institution of Civil Engineering, 58 (1), 16-25.
DOI
|