[HTML][HTML] A FE parametric study of RWS beam-to-column bolted connections with cellular beams

KD Tsavdaridis, T Papadopoulos - Journal of Constructional Steel …, 2016 - Elsevier
In recent years, researchers study alternative connection designs for steel seismic-resistant
frames by reducing the beam section in different ways including that of creating an opening …

Seismic behaviour of RWS moment connections to deep columns with European sections

K Boushehri, KD Tsavdaridis, G Cai - Journal of Constructional Steel …, 2019 - Elsevier
The design of reduced web section (RWS) connections is becoming more often, while the
research is focusing on both areas:(a) the performance of beams with large web opening …

[HTML][HTML] Experimental behaviour of non-seismical RWS connections with perforated beams under cyclic actions

KD Tsavdaridis, CK Lau, A Alonso-Rodríguez - Journal of Constructional …, 2021 - Elsevier
The use of perforated (in particular cellular and castellated) beams has become widespread
as their manufacturing processes keep minimising wasted material and has become cost …

Multiparameter seismic behavior of castellated beam-to-column connections based on stress migration

R Bi, L Jia, P Li, Q Wang - Structures, 2021 - Elsevier
This paper presents a study on the castellated beam-to-column connections with four
regular hexagonal web openings and one solid web beam-to-column connection that …

[PDF][PDF] Kesimpulan dan Saran

V Bab - BAB II, 2016 - repository.wima.ac.id
Laporan Praktek Kerja Profesi Rumah Sakit di RSUD Dr. Soetomo PKP Apoteker RSUD Dr.
Soetomo Periode Oktober-Desember 2011 2 Page 1 Laporan Praktek Kerja Profesi Rumah …

Development of near-field earthquake loading protocols for the steel moment connections in Iran

E Alizehi, M Ghassemieh, SR Mirghaderi… - Journal of Earthquake …, 2023 - World Scientific
Steel moment frame buildings are widely used in Iran and around the world. The
observations from major earthquakes underscored the importance of the beam-to-column …

Assessment of reduced beam section (RBS) moment connections subjected to cyclic loading

CE Sofias, DT Pachoumis - Journal of Constructional Steel Research, 2020 - Elsevier
The disastrous results of the “1994 Northridge” and the “1995 Kobe” earthquakes have
shown that there was a poor level of seismic response in moment resisting frame buildings …

Seismic performance of RWS moment connections to steel box-columns and H-beams with general sections

HY Chang, CT Liao, SY Kang, SY Ho, CM Lai - Journal of Constructional …, 2023 - Elsevier
In this study, full-scale seismic testing and 3D finite element analysis were carried out on
reduced web section (RWS) connections. A steel H-beam-to-box-column connection was …

FE parametric study of RWS/WUF-B moment connections with elliptically-based beam web openings under monotonic and cyclic loading

KD Tsavdaridis, C Pilbin, CK Lau - International Journal of Steel Structures, 2017 - Springer
This paper provides numerical results investigating the behaviour of steel web-perforated
beams with different shaped single openings located close to beam-to-column connections …

Comprehensive FE study of the hysteretic behavior of steel–concrete composite and noncomposite RWS beam-to-column connections

MA Shaheen, KD Tsavdaridis… - Journal of Structural …, 2018 - ascelibrary.org
This paper investigates the behavior of reduced web section (RWS) steel–concrete
composite (SCC) beam-to-column connections with circular web openings through a …