Distributed sensing for serviceability analysis of reinforced concrete structures
Author:
Publisher
Vilnius Gediminas Technical University
Link
http://dspace.vgtu.lt/bitstream/1/4268/1/M_F_Bado%20disertacija.pdf
Reference114 articles.
1. 1. ACI 2008. Control of Cracking in Concrete Structures, ACI Manual of Concrete Practice, ACI Committee 224: 224.2R-1-12.
2. 2. ACI Committee 408 2003. ACI 408R-03 Bond and Development of Straight Reinforcing Bars in Tension.
3. 3. Acker P., Ulm F.J. 2001. Creep and shrinkage of concrete: Physical origins and practical measurements, Nuclear Engineering and Design 203(2-3): 143-158. DOI: 10.1016/S0029-5493(00)00304-6.
4. 4. Al-Saleh S.A. 2014. Comparison of theoretical and experimental shrinkage in concrete, Construction and Building Materials 72: 326-332. DOI: 10.1016/j.conbuildmat.2014.06.050.
5. 5. American Concrete Institute (ACI) 1995. Building code requirements for reinforced concrete ACI Committee 318. , Detroit.
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