[BOOK][B] Stability design of steel frames

WK Chen - 2018 - taylorfrancis.com
Stability Design of Steel Frames provides a summary of the behavior, analysis and design of
structural steel members and frames with flexibly-jointed connections. The book presents the …

Moment-rotation relations of semirigid connections with angles

N Kishi, WF Chen - Journal of Structural Engineering, 1990 - ascelibrary.org
The moment-rotation relationships of semirigid steel beam-to-column connections including
single and double web-angle connections and top-and seat-angle connections with or …

[BOOK][B] Theory and design of seismic resistant steel frames

F Mazzolani, V Piluso - 2012 - taylorfrancis.com
A state-of-the-art summary of recent developments in the behaviour, analysis and design of
seismic resistant steel frames. Much more than a simple background volume, it gives the …

Semirigid steel beam-to-column connections: Data base and modeling

WF Chen, N Kishi - Journal of Structural Engineering, 1989 - ascelibrary.org
The development of a data base on semi-rigid steel beam-to-column connections at Purdue
University using collected experimental test data is described. To build-up this data base …

Quantifying and communicating uncertainty in seismic risk assessment

BR Ellingwood, K Kinali - Structural safety, 2009 - Elsevier
Modern seismic risk assessment strives to support risk mitigation by providing insight into
the performance of civil infrastructure, including buildings, bridges and transportation and …

System reliability evaluation of steel frames with semi-rigid connections

HT Thai, B Uy, WH Kang, S Hicks - Journal of Constructional Steel …, 2016 - Elsevier
This paper presents an accurate and efficient numerical procedure for evaluating the system
reliability of steel frames with semi-rigid connections. The ultimate strength and behaviour of …

[PDF][PDF] Semi-rigid behaviour of stainless steel beam-to-column bolted connections

M Ashraf, MJ Hasan, S Al-Deen - Sustainable Structures, 2021 - sustain-dpl.com
Stainless steel is increasingly used in structural applications but there is still significant lack
of experimental evidence on the moment-rotation (M-φ) behaviour of moment resisting beam …

Behaviour of top-seat double web angle connection produced from austenitic stainless steel

MJ Hasan, S Al-Deen, M Ashraf - Journal of Constructional Steel Research, 2019 - Elsevier
Beam-to-column connections are regarded as one of the critical elements in structures,
especially in the case of bare metallic frame construction, as the overall structural …

An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential

G Xu, BR Ellingwood - Journal of Constructional Steel Research, 2011 - Elsevier
A disproportionate (or progressive) collapse is triggered by localized structural damage that
propagates throughout a large portion of a structural system. The current guidelines issued …

Static and cyclic performance of semirigid steel beam-to-column connections

A Azizinamini, JB Radziminski - Journal of Structural engineering, 1989 - ascelibrary.org
This paper presents the results of a study of the performance of semirigid steel beam-to-
column connections under static and cyclic loadings. Tests are reported for connections …