Critical Review of Shear Design Method for Concrete Members Specified in Russian SNiP Code: Verification

Tukaziban Aizhan, Meirzhan Yerzhanov, Sung-Woo Moon, Dichuan Zhang, Deuckhang Lee

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The shear resistance mechanism of concrete members has been considered as one of challenging and complex engineering problems. Despite numerous ongoing research efforts, the shear design provision of each country is still based on different theoretical and experimental backgrounds. In the authors’ previous study, the modification factors were proposed to improve the analytical accuracy of the shear design method for reinforced (RC) and prestressed (PSC) members specified in Russian SNiP code. This study compared the test results with those estimated from four different shear design provisions and modified SNiP model. To this end, the ACI-DAfStb databases for RC and PSC members were utilized, in which a total of 1287 test results were finally selected. The results of this comparative study showed that the modified SNiP code model with the new modification factors can provide an acceptable level of safety and analytical accuracy
Original languageEnglish
Title of host publicationThe 2019 World Congress on Advances in Structural Engineering and Mechanics
Publication statusPublished - 2019

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    Aizhan, T., Yerzhanov, M., Moon, S-W., Zhang, D., & Lee, D. (2019). Critical Review of Shear Design Method for Concrete Members Specified in Russian SNiP Code: Verification. In The 2019 World Congress on Advances in Structural Engineering and Mechanics