[HTML][HTML] Steel design by advanced analysis: material modeling and strain limits

L Gardner, X Yun, A Fieber, L Macorini - Engineering, 2019 - Elsevier
Structural analysis of steel frames is typically performed using beam elements. Since these
elements are unable to explicitly capture the local buckling behavior of steel cross-sections …

Structural steel design using second-order inelastic analysis with strain limits

A Fieber, L Gardner, L Macorini - Journal of Constructional Steel Research, 2020 - Elsevier
Steel framed structures are affected, to greater or lesser extent, by (i) geometrical
nonlinearity associated with the change in geometry of the structure under load and (ii) …

[HTML][HTML] Tests on stainless steel frames. Part I: Preliminary tests and experimental set-up

I Arrayago, I González-de-León, E Real… - Thin-Walled Structures, 2020 - Elsevier
Austenitic stainless steel is an excellent construction material for structures required to
withstand accidental loads such as seismic and/or fire events due to its appropriate …

[HTML][HTML] Tests on stainless steel frames. Part II: Results and analysis

I Arrayago, I Gonzalez-de-Leon, E Real… - Thin-Walled Structures, 2020 - Elsevier
Austenitic stainless steels offer a suitable combination of high ductility, adequate toughness,
considerable strain hardening and good fire resistance, making them excellent construction …

Distributed plasticity analysis of steel frame structures comprising non-compact sections

P Avery, M Mahendran - Engineering Structures, 2000 - Elsevier
Application ofadvanced analysis' methods suitable for non-linear analysis and design of
steel frame structures permits direct and accurate determination of ultimate system strengths …

[图书][B] Advanced analysis and design of steel frames

GQ Li, JJ Li - 2007 - books.google.com
Steel frames are used in many commercial high-rise buildings, as well as industrial
structures, such as ore mines and oilrigs. Enabling construction of ever lighter and safer …

Experimental study on H-shaped steel beam-columns with large width-thickness ratios under cyclic bending about weak-axis

X Cheng, Y Chen, DA Nethercot - Engineering Structures, 2013 - Elsevier
This paper presents the findings from an experimental study of nine H-shaped steel beam-
columns with large width-thickness ratios subjected to combined constant axial force and …

Refined plastic hinge method for steel frames with local–global interactive buckling

Y Zhou, S Ning, D Huang, Y Li - Thin-Walled Structures, 2022 - Elsevier
In the conventional refined plastic hinge model, the section is assumed to be compact and
the strength deterioration by local buckling is not considered. In this paper, a refined plastic …

Shaking table tests of a two-story unbraced steel frame

SE Kim, DH Lee, C Ngo-Huu - Journal of Constructional Steel Research, 2007 - Elsevier
This paper presents some shaking table tests for a one-bay, two-story steel frame under
simulated earthquake loading. The test frame was designed to be capable of showing the …

Finite element analysis on the seismic behavior of fully prefabricated steel frames

H Yin, G Shi - Engineering Structures, 2018 - Elsevier
This paper presents a method of finite element (FE) modeling and analysis of the seismic
behavior of fully prefabricated steel frames with end-plate joints, flexible braces and …