Towards robust, effective and efficient second order analysis of practical steel frames

Siu Lai Chan; Z. W. Zhou; W. F. Chen

Towards robust, effective and efficient second order analysis of practical steel frames

Siu Lai Chan, Z. W. Zhou, W. F. Chen

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

Abstract

The performance of the widely used finite element and the stability function methods and the recently developed pointwise equilibrating element in second order nonlinear analysis of framed structures is studied. This type of rigorous analysis will automatically consider the effects due to change of geometry as well as the variation of member stiffness in the presence of axial load (the P-Δ and the P-δ effects). An efficient element for the analysis will be essential for the development of a reliable and practical computer program for second order analysis of steel frames.

Original language	English
Title of host publication	Structures Congress XII
Publisher	Publ by ASCE
Pages	1173-1178
Number of pages	6
ISBN (Print)	087262952X
Publication status	Published - 1 Jan 1994
Event	Proceedings of the Structures Congress '94 - Atlanta, GA, United States Duration: 24 Apr 1994 → 28 Apr 1994

Conference

Conference	Proceedings of the Structures Congress '94
Country	United States
City	Atlanta, GA
Period	24/04/94 → 28/04/94

ASJC Scopus subject areas

Engineering(all)

Cite this

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title = "Towards robust, effective and efficient second order analysis of practical steel frames",

abstract = "The performance of the widely used finite element and the stability function methods and the recently developed pointwise equilibrating element in second order nonlinear analysis of framed structures is studied. This type of rigorous analysis will automatically consider the effects due to change of geometry as well as the variation of member stiffness in the presence of axial load (the P-Δ and the P-δ effects). An efficient element for the analysis will be essential for the development of a reliable and practical computer program for second order analysis of steel frames.",

author = "Chan, {Siu Lai} and Zhou, {Z. W.} and Chen, {W. F.}",

year = "1994",

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day = "1",

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note = "Proceedings of the Structures Congress '94 ; Conference date: 24-04-1994 Through 28-04-1994",

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AU - Chan, Siu Lai

AU - Zhou, Z. W.

AU - Chen, W. F.

PY - 1994/1/1

Y1 - 1994/1/1

N2 - The performance of the widely used finite element and the stability function methods and the recently developed pointwise equilibrating element in second order nonlinear analysis of framed structures is studied. This type of rigorous analysis will automatically consider the effects due to change of geometry as well as the variation of member stiffness in the presence of axial load (the P-Δ and the P-δ effects). An efficient element for the analysis will be essential for the development of a reliable and practical computer program for second order analysis of steel frames.

AB - The performance of the widely used finite element and the stability function methods and the recently developed pointwise equilibrating element in second order nonlinear analysis of framed structures is studied. This type of rigorous analysis will automatically consider the effects due to change of geometry as well as the variation of member stiffness in the presence of axial load (the P-Δ and the P-δ effects). An efficient element for the analysis will be essential for the development of a reliable and practical computer program for second order analysis of steel frames.

UR - http://www.scopus.com/inward/record.url?scp=0028091017&partnerID=8YFLogxK

M3 - Conference article published in proceeding or book

SN - 087262952X

SP - 1173

EP - 1178

BT - Structures Congress XII

PB - Publ by ASCE

T2 - Proceedings of the Structures Congress '94

Y2 - 24 April 1994 through 28 April 1994

ER -

Towards robust, effective and efficient second order analysis of practical steel frames

Abstract

Conference

ASJC Scopus subject areas

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