Experimental investigation on shear capacity of steel reinforced concrete columns under combined torque

Z Zhu, Y Chen, H Wu, P Ye - Journal of Constructional Steel Research, 2024 - Elsevier
To investigate the shear capacity of solid-web H-shaped steel reinforced concrete (HSRC)
columns under combined torque, seven HSRC columns were tested using axial …

Shake-table testing and numerical simulation to select the FRCM retrofit solution for flexure/shear deficient RC frames

R Joseph, A Mwafy, MS Alam - Journal of Building Engineering, 2023 - Elsevier
This paper presents shake-table and numerical investigations to select a retrofit strategy for
reinforced concrete (RC) frame structures using fiber-reinforced cementitious matrix (FRCM) …

[PDF][PDF] Concrete contribution to initial shear strength of RC hollow bridge columns

IH Kim, CH Sun, M Shin - Structural Engineering and Mechanics, 2012 - techno-press.org
The primary objective of this study was to identify concrete contribution to the initial shear
strength of reinforced concrete (RC) hollow columns under lateral loading. Seven large …

Experimental investigation of the performance of diagonal reinforcement and CFRP strengthened RC short columns

T Dirikgil, O Atas - Composite Structures, 2019 - Elsevier
In this study, quasi-static seismic performances of CFRP wrapped and diagonal
reinforcement reinforced concrete (RC) short columns are presented. RC short columns …

Shear strength model for reinforced concrete rectangular hollow columns

M Shin, YY Choi, CH Sun, IH Kim - Engineering Structures, 2013 - Elsevier
The primary purpose of this paper is to propose an assessment model for concrete
contribution to the shear strength of reinforced concrete (RC) rectangular hollow columns …

Experimental investigation of the contributions of CFRP and externally collar strengthening to the seismic performance of RC columns with different cross-sections

T Dirikgil - Structures, 2020 - Elsevier
In this study, the performance of nine reinforced concrete (RC) short columns under cyclic
lateral loading effect was investigated experimentally. The columns are divided into three …

Assessment on effective stiffness of RC hollow columns based upon semi-static experiment

C Shao, W Wei, G Xu, Q Qi, C Wang - Structures, 2023 - Elsevier
The effective stiffness is a key parameter to assess the seismic performance and supply
rational design for a column of the regular concrete structures. Due to the detail difference …

Verification of performance criteria using shake table testing for the vulnerability assessment of reinforced concrete buildings

A Mwafy, B Almorad - The Structural Design of Tall and Special …, 2019 - Wiley Online Library
Shake table experiments are conducted to support the selection of performance criteria and
to verify the inelastic modeling approach for developing the fragility functions of reinforced …

[PDF][PDF] 钢筋混凝土空心墩有效刚度试验研究

韦旺, 邵长江, 肖正豪, 漆启明, 胡晨旭, 肖来川… - 土木工程 …, 2019 - researchgate.net
The existing formulas of effective stiffness are summarized, and their reasonability are
discussed based on the experimental data of 35 rectangular hollow and 44 rectangular solid …

An investigation of the concrete contribution to shear strength of RC columns failing in flexure

G Arslan, M Borekci, M Balci… - International Journal of …, 2016 - Springer
The contribution of concrete to an inelastic deformation capacity and shear strength of
reinforced concrete (RC) columns failing in shear has been investigated extensively by …