Optimization of RC structure performance in marine environment
暂无分享,去创建一个
[1] Christoph Gehlen,et al. Probability-Based Durability Design for the Western Scheldt Tunnel , 1999 .
[2] D. Lomario,et al. A comparison between Monte Carlo and FORMs in calculating the reliability of a composite structure , 2003 .
[3] K. Takewaka,et al. Quality and Cover Thickness of Concrete Based on the Estimation of Chloride Penetration in Marine Environments , 1988, SP-109: Concrete in Marine Environment.
[4] Hans W. Reinhardt,et al. Permeability and diffusivity of concrete as function of temperature , 2002 .
[5] P. B. Bamforth,et al. The derivation of input data for modelling chloride ingress from eight-year UK coastal exposure trials , 1999 .
[6] A W Beeby,et al. CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .
[7] Odd E. Gjørv,et al. Blast-furnace slag cements for concrete durability in marine environment , 2004 .
[8] C. L. Page,et al. The influence of different cements on chloride-induced corrosion of reinforcing steel , 1986 .
[9] J. Bijen,et al. Blast furnace slag cement for durable marine structures , 1996 .
[10] Tang Luping,et al. Chloride Transport in Concrete - Measurement and Prediction , 1996 .
[11] Lars-Olof Nilsson,et al. Effect of Non-Linear Chloride Binding on the Prediction of Chloride Penetration Into Concrete Structures , 1994, "SP-145: Durability of Concrete -- Proceedings Third CANMET - ACI International Conference, Nice, France 1994".
[12] B. T. Molloy,et al. Prediction of long term chloride concentration in concrete , 1994 .
[13] Anders Lindvall,et al. Environmental actions on concrete exposed in marine and road environments and its response - Consequences for the initiation of chloride induced reinforcement corrosion , 2003 .
[14] T. Luping,et al. On the mathematics of time-dependent apparent chloride diffusion coefficient in concrete , 2007 .