The objective of this study is to develop reliability-based resistance factors for flexure and shear of lightweight concrete (LWC) components. The statistical parameters of the bending moment capacity and shear for reinforced concrete beams and slabs were developed using the new material and component test data.
Rakoczy, A., Nowak, A. Resistance Factors for Lightweight Concrete Members,
American concrete institute, 2014, с. 103-112.
Rakoczy, A., Nowak, A. .
Resistance Factors for Lightweight Concrete Members.
: American concrete institute, 2014, с. 103-112.
Rakoczy, A., Nowak, A. (2014)
Resistance Factors for Lightweight Concrete Members,
: American concrete institute, с. 103-112
Rakoczy, A., & Nowak, A.
(2014).
Resistance Factors for Lightweight Concrete Members. ACI Structural journal. American concrete institute, 111 (1), с. 103-112.
