Strengthening strategies against the progressive collapse of steel frames with extended end-plate connections
Published 2022 View Full Article
- Home
- Publications
- Publication Search
- Publication Details
Title
Strengthening strategies against the progressive collapse of steel frames with extended end-plate connections
Authors
Keywords
-
Journal
ENGINEERING STRUCTURES
Volume 274, Issue -, Pages 115154
Publisher
Elsevier BV
Online
2022-10-30
DOI
10.1016/j.engstruct.2022.115154
References
Ask authors/readers for more resources
Related references
Note: Only part of the references are listed.- Improvement of progressive collapse resistance for a steel frame system with beam–web opening
- (2022) Huiyun Qiao et al. ENGINEERING STRUCTURES
- Strengthening and retrofitting techniques to mitigate progressive collapse: A critical review and future research agenda
- (2022) Foad Kiakojouri et al. ENGINEERING STRUCTURES
- Static and dynamic tests on steel joints equipped with novel structural details for progressive collapse mitigation
- (2021) Guido Bregoli et al. ENGINEERING STRUCTURES
- Numerical and analytical study of stainless steel beam-to-column extended end-plate connections
- (2021) Mohammed M. Eladly et al. ENGINEERING STRUCTURES
- Improving anti-progressive collapse capacity of welded connection based on energy dissipation cover-plates
- (2021) Bao Meng et al. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
- Progressive collapse of framed building structures: Current knowledge and future prospects
- (2020) Foad Kiakojouri et al. ENGINEERING STRUCTURES
- Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections
- (2020) Kai Qian et al. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
- Improving anti-collapse performance of steel frame with RBS connection
- (2020) Bao Meng et al. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
- Investigation of different steel intermediate moment frame connections under column-loss scenario
- (2020) Mohammed Alrubaidi et al. THIN-WALLED STRUCTURES
- Improving collapse-resistance performance of steel frame with openings in beam web
- (2020) Bao Meng et al. Structures
- Fracture simulation of partially threaded bolts under tensile loading
- (2020) Fei Yang et al. ENGINEERING STRUCTURES
- A simplified approach for collapse assessment of multi-Storey steel framed-structures with one column loss
- (2020) Jing-Zhou Zhang et al. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
- Experimental behaviour and fracture prediction of austenitic stainless steel bolts under combined tension and shear
- (2019) Yuchen Song et al. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
- Research and practice on progressive collapse and robustness of building structures in the 21st century
- (2018) Jose M. Adam et al. ENGINEERING STRUCTURES
- Experimental and numerical investigation of ductile fracture of carbon steel structural components
- (2018) Qian-Yi Song et al. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
- Experimental testing and numerical modelling of steel moment-frame connections under column loss
- (2017) Florea Dinu et al. ENGINEERING STRUCTURES
- Study of the mechanics of progressive collapse with simplified beam models
- (2016) P.M. Stylianidis et al. ENGINEERING STRUCTURES
- Effects of floor slab on progressive collapse resistance of steel moment frames
- (2015) Seonwoong Kim et al. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
- Three-Dimensional Effects and Collapse Resistance Mechanisms in Steel Frame Buildings
- (2013) Honghao Li et al. JOURNAL OF STRUCTURAL ENGINEERING
- Robustness of Bolted-Angle Connections against Progressive Collapse: Experimental Tests of Beam-Column Joints and Development of Component-Based Models
- (2012) Bo Yang et al. JOURNAL OF STRUCTURAL ENGINEERING
Add your recorded webinar
Do you already have a recorded webinar? Grow your audience and get more views by easily listing your recording on Peeref.
Upload NowAsk a Question. Answer a Question.
Quickly pose questions to the entire community. Debate answers and get clarity on the most important issues facing researchers.
Get Started