Reliability-based Assessment of RC Pile Cap Design Methods and Proposals for their Strength Resistance Factors
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-0079-1.pdf
Reference41 articles.
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3. Adebar, P., Kuchma, D., and Collins, M. P. (1990). “Strut-and-tie models for the design of pile caps: An experimental study.” ACI Structural Journal, Vol. 87, No. 1, pp. 81–92, DOI: https://doi.org/10.14359/2945 .
4. Adebar, P. and Zhou, Z. (1996). “Design of deep pile caps by strut-and-tie models.” ACI Structural Journal, Vol. 93, No. 4, pp. 1–12, DOI: https://doi.org/10.14359/9703 .
5. Ahmad, S., Shah, A., and Zaman, S. (2009). “Evaluation of the shear strength of four pile cap using strut and tie model (STM).” Journal of the Chinese Institute of Engineers, Vol. 32, No. 2, pp. 243–249, DOI: https://doi.org/10.1080/02533839.2009.9671501 .
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1. Reliability based partial safety factor of concrete containing nano silica and silica fume;COMPUT CONCRETE;2020
2. Mechanical Behavior and Calculation Method for RC Fifteen-Pile Cap of Mixed Passenger and Freight Railway Bridge;Advances in Civil Engineering;2020-09-18
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