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Compressive strength test of recycled concrete based on multi-constrained mathematical model. (English) Zbl 1512.90082

MSC:

90B25 Reliability, availability, maintenance, inspection in operations research
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References:

[1] Yu, W. H.; Yang, H.; Tan, X. P., Study on Continuous Collapse of Recycled Concrete Structures by Conceptual Design, Sichuan Architecture, 34, 93-94 (2014)
[2] Zhao, J.; Niu, D. T., Evaluation of Compressive Performance of Recycled Concrete Continuous Rigid Frame Bridge, Journal of China Highway, 27, 74-81 (2014)
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[6] Zhang, Y. Q.; Ding, J. M.; Zhang, Z., Study on Key Problems of Dynamic Analysis of Long-span Steel Structure for Continuous Collapse, Journal of Building Structures, 35, 49-56 (2014)
[7] Li, Y.; Wang, J. X.; Sun, Y. Y., Analysis of anti-continuity failure performance of different stiffness nodes in frame structures, Journal of Gansu Science, 26, 84-87 (2014)
[8] Liu, W. T.; Liao, S. H.; Liu, S. L., Risk Assessment Method for Floor Water Bursting Based on Analytic Hierarchy Process and D-S Evidence Theory, Coal Science and Technology, 35, 150-152 (2016)
[9] Hao, X.; Liu, Y. D., Strength of Concrete Filled Steel Tube under Fatigue Load Prediction Model Simulation Analysis, Computer Simulation, 34, 361-364 (2017)
[10] Garcia, N. M.; Zapata, L. E.; Suarez, O. M., Effect of fly ash and nanosilica on compressive strength of concrete at early age, Advances in Applied Ceramics, 114, 99-106 (2015) · doi:10.1179/1743676114Y.0000000200
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