Seismic performance of exterior beam-column joints constructed with engineered cementitious composite: Comparison with ordinary and steel fibre reinforced …

B Suryanto, A Tambusay, P Suprobo, G Bregoli… - Engineering …, 2022 - Elsevier
Joint and plastic hinge regions of a ductile frame structure must be carefully detailed to
ensure that the required ductility could be provided as intended, particularly when a high …

Seismic performance of innovative hybrid precast reinforced concrete beam-to-column connections

HH Ghayeb, HA Razak, NHR Sulong - Engineering Structures, 2020 - Elsevier
Precast construction of structural buildings requires connection techniques that can shorten
the process using only simple on-site activities while still guaranteeing adequate strength …

Modeling techniques for the seismic assessment of the existing Italian RC frame structures

GJ O'Reilly, TJ Sullivan - Journal of Earthquake Engineering, 2019 - Taylor & Francis
ABSTRACT A numerical modeling approach to capture the behavior of the various elements
of older reinforced concrete (RC) frames in Italy is developed. It uses available experimental …

Shear failure capacity prediction of concrete beam–column joints in terms of ANFIS and GMDH

H Naderpour, M Mirrashid - Practice Periodical on Structural Design …, 2019 - ascelibrary.org
Vulnerability assessment of structures in an earthquake is one of the most important topics in
structural engineering. HAZUS instruction is the code widely used for assessment of …

A study on the size effect of RC beam–column connections under cyclic loading

S Barbhuiya, AM Choudhury - Engineering Structures, 2015 - Elsevier
Beam–column connection is one of the vital sub-assemblages of a structural system. This is
mainly because their behaviour during earthquake is very critical. Hence, in the present …

Experimental assessment and numerical modelling of exterior non-conforming beam-column joints with plain bars

MT De Risi, GM Verderame - Engineering Structures, 2017 - Elsevier
The seismic performance of existing Reinforced Concrete (RC) frames is significantly
influenced by the behaviour of beam-column intersections, especially in non-conforming …

Numerical and analytical studies for a novel steel brace retrofit system

J Zhao, H Qiu - Journal of Constructional Steel Research, 2024 - Elsevier
To upgrade the existing RC frame structure with insufficient seismic design, a novel and
advanced gapped eccentric steel brace (GESB) system was proposed. The finite element …

Enhancement of seismic behaviour of precast beam-to-column joints using engineered cementitious composite

HH Ghayeb, NHR Sulong, HA Razak, KH Mo - Engineering Structures, 2022 - Elsevier
Seismic activities can cause considerable damage to the integrity of the reinforced concrete
and precast concrete structures, particularly in the beam-to-column joints. This article …

Experimental investigation on joints between steel-reinforced concrete T-shaped column and reinforced concrete beam under bidirectional low-cyclic reversed …

P Xiang, ZH Deng, YS Su, HP Wang… - Advances in Structural …, 2017 - journals.sagepub.com
Steel-reinforced concrete T-shaped column-beam structure system has superiorities of both
steel-reinforced structure and special-shaped column structure. This research focuses on …

Nonlinear Modeling of RC Substandard Beam–Column Joints for Building Response Analysis in Support of Seismic Risk Assessment and Loss Estimation

N Ahmad, M Rizwan, B Ilyas, S Hussain, MU Khan… - Buildings, 2022 - mdpi.com
The paper discusses how joint damage and deterioration affect the seismic response of
existing reinforced concrete frames with sub-standard beam–column joints. The available …