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) …
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 …
In this study, quasi-static seismic performances of CFRP wrapped and diagonal reinforcement reinforced concrete (RC) short columns are presented. RC short 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 …
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 …
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 …
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 …
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 …
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 …