A platform for research: civil engineering, architecture and urbanism
Analysis of Shear Capacity of Stirrup Corroded RC Beam Based on the Truss-Arch Theory
Analysis of Shear Capacity of Stirrup Corroded RC Beam Based on the Truss-Arch Theory
Analysis of Shear Capacity of Stirrup Corroded RC Beam Based on the Truss-Arch Theory
Zhang, K.B. (author) / Zhang, Z. (author) / Zhang, J.R. (author) / Liu, B. (author) / Yang, Weijun / Li, Qiusheng
International conference, Civil, architectural and hydraulic engineering; Progress in Industrial and Civil Engineering: (ICCAHE 2012) ; 2012 ; Zhangjiajie, China
2012-01-01
9 pages
Includes bibliographical references and index.
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Analysis of Shear Capacity of Stirrup Corroded RC Beam Based on the Truss-Arch Theory
Tema Archive | 2012
|Shear capacity prediction for stirrup-corroded RC beams strengthened with FRP
BASE | 2019
|Shear capacity prediction for stirrup-corroded RC beams strengthened with FRP
BASE | 2019
|Experimental Testing of Stirrup Corroded RC Beam with Oblique Steel Reinforcement
British Library Conference Proceedings | 2010
|A modified truss-arch model for shear strength evaluation of corroded reinforced concrete columns
SAGE Publications | 2024
|