Experimental hysteretic behavior of CFST column-foundation connections with novel detailing in embedded region

S Mohammad-Ebrahimzadeh-Sepasgozar… - Structures, 2024 - Elsevier
This paper presents a novel CFST column-foundation connection detail to improve stress
transfer and damage control. To achieve this aim, seven specimens were created in the lab …

[HTML][HTML] Estimation of backbone model parameters for simulation of exposed column base plates

S Villar-Salinas, A Kanvinde… - Journal of Constructional …, 2024 - Elsevier
An approach is presented for the estimation of the parameters required to simulate the
nonlinear monotonic (ie, backbone) rotational response of Exposed-Column-Base-Plate …

[PDF][PDF] Analysis and design of demountable embedded steel column base connections

D Li, B Uy, V Patel, F Aslani - Steel and Composite Structures, 2017 - scholar.archive.org
This paper describes the finite element model for predicting the fundamental performance of
embedded steel column base connections under monotonic and cyclic loading. Geometric …

[PDF][PDF] Shear behavior of exposed column base connections

Y Cui - Steel and Composite Structures, 2016 - scholar.archive.org
Column base connections are critical components in steel structures because they transfer
axial forces, shear forces and moments to the foundation. Exposed column bases are quite …

Investigation of bond-slip modeling methods used in FE analysis of RC members

S Demir, M Husem - Structural engineering and mechanics: An …, 2015 - dbpia.co.kr
Adherence between reinforcement and the surrounding concrete is usually ignored in finite
element analysis (FEA) of reinforced concrete (RC) members. However, load transition …

Experimental study of steel pipe and reinforced concrete wall connections under lateral loading

MK Kim, M Shin - Engineering Structures, 2017 - Elsevier
This study investigated the lateral load resistance performance of connection joint of a
reinforced concrete (RC) wall structure connected to steel pipes. Four cases of connections …

The behaviour and design of demountable connections to promote the reduction and reuse of structural steel in steel and composite buildings

D Li - 2017 - unsworks.unsw.edu.au
This thesis firstly examines the demountability and performance of the conventional steel
column connections under various loading conditions through the developed finite element …