1 |
Akbas, D.S. (2015), "Structural engineering and mechanics: Large deflection analysis of edge cracked simple supported beams", Struct. Eng. Mech., 54(4), 433-451.
DOI
|
2 |
Atkins, R.M., Simpkins, P.G. and Yablon, A.D. (2016), "Track of a fiber fuse: A rayleigh instability in optical waveguides", Opt. Lett., 28(12), 974-976.
DOI
|
3 |
Beeby, A.W. (1971), "Modified proposal for controlling deflections by means of ratios of span to effective depth", Cement Concrete Assoc., 42, 456.
|
4 |
Belletti, B., Damoni, C., Hendriks, M.A. and De Boer, A. (2014), "Analytical and numerical evaluation of the design shear resistance of reinforced concrete slabs", Struct. Concrete, 15(3), 317-318.
DOI
|
5 |
British Standards Institution (BS 5606) (1990), Guide to Accuracy in Building, London, U.K.
|
6 |
British Standards Institution (BSI) (1991), Action on Structures, London, U.K.
|
7 |
BS EN 1992-1-1 Eurocode 2 (2008), Design of Concrete Structure-Part 1-1 General Rules and Rules for Buildings, London, U.K.
|
8 |
Eurocode 2 (2008), Design of Concrete Structure-Part 1-1 General Rules and Rules for Buildings.
|
9 |
Gete (2016), Hydrostatic Levelling System Using Pressure Measurement for the Continuous Monitoring of Changes in Height of Buildings.
|
10 |
Goodchild, C.H. and Webster, R.M. (2006), Spreadsheets for Concrete Design to BS8110 and EC2, Version 3, The Concrete Centre, Surry, U.S.A.
|
11 |
Gouverne, D., Caspeelet, R. and Taerwe, L. (2015), "Structural engineering and mechanics: Strain and crack development in continuous reinforced concrete slabs subjected to catenary action", Struct. Eng. Mech., 53(1), 173-188.
DOI
|
12 |
ISO (4356) (1977), Bases for the Design of Structures-Deformation of Buildings at the Serviceability Limit States, Erste Auflage, ISO/TC98/SC2.
|
13 |
Kang, S., Eomt, T. and Kim, J. (2013), "Reshoring effects on deflections of multi-shored flat plate systems under construction", Struct. Eng. Mech., 45(4), 456-470.
|
14 |
Mohammadhassani, M., Pour, H., Jumaat, M., Jameel, M., Hakim, S.J.S. and Zarga, M. (2013), "Application of the ANFIS model in deflection prediction of concrete deep beam", Struct. Eng. Mech., 45(3), 319-332.
|
15 |
Mosley, B., Bungey, J. and Hulse, R. (2007), Reinforced Concrete Design to Eurocode 2, 6th Edition, Palgrave Macmillan, Hampshire, U.K.
|
16 |
Razavi, S.V., Jumaat, M.Z., El-Shafie, A.H. and Ronagh, H.R. (2015), "Load-deflection analysis prediction of CFRP strengthened RC slab using RNN", Adv. Concrete Constr., 60(2), 91-102.
|
17 |
Taylor, P.J. (1977), "Long-time deflection of reinforced concrete flat slabs and plates", Am. Concrete Inst., 74(11), 556-561.
|
18 |
The Concrete Society (2005), Technical Report No.58 on Deflection in Concrete Slabs and Beams, Camberley, England.
|
19 |
The Concrete Society (2008), Technical Report No.67 on Movement, Restraint and Cracking in Concrete Structures, Camberley, England.
|
20 |
Tovi, S., Goodchild, C., Bahadori-Jahromi, A. and Sofroniou, A. (2016), "A review of the span-to-depth ratio methods of design", Proceedings of the Fib Symposium, Cape Town, South Africa, November.
|
21 |
Vollum, R.L. (2004), Backprop Forces and Deflection in Flat Slabs Construction at St George Wharf., BRE Bookshop, London, U.K.
|