Theory, computation and practice of advanced analysis

Siu Lai Chan

Theory, computation and practice of advanced analysis

Siu Lai Chan

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

Abstract

The conventional effective length method has been used for decades. Fairly speaking, it provides a quick means of assessing the buckling strength of a structure. However, in pace with the advances in computer technology including cost, speed and memory of personal computers, a better and more reliable method with a clearer concept behind the true behaviour of a structure emerges and this method is broadly named as the "Advanced analysis". This paper describes the background and implementation of this new method in the design of steel structures.

Original language	English
Title of host publication	Proceedings of the International Conference in Metal Structures - Steel - A New and Traditional Material for Building
Pages	15-20
Number of pages	6
Publication status	Published - 1 Dec 2006
Event	International Conference in Metal Structures - Steel - A New and Traditional Material for Building - Poiana Brasov, Romania Duration: 20 Sept 2006 → 22 Sept 2006

Conference

Conference	International Conference in Metal Structures - Steel - A New and Traditional Material for Building
Country/Territory	Romania
City	Poiana Brasov
Period	20/09/06 → 22/09/06

ASJC Scopus subject areas

Civil and Structural Engineering

Cite this

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title = "Theory, computation and practice of advanced analysis",

abstract = "The conventional effective length method has been used for decades. Fairly speaking, it provides a quick means of assessing the buckling strength of a structure. However, in pace with the advances in computer technology including cost, speed and memory of personal computers, a better and more reliable method with a clearer concept behind the true behaviour of a structure emerges and this method is broadly named as the {"}Advanced analysis{"}. This paper describes the background and implementation of this new method in the design of steel structures.",

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year = "2006",

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language = "English",

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note = "International Conference in Metal Structures - Steel - A New and Traditional Material for Building ; Conference date: 20-09-2006 Through 22-09-2006",

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N2 - The conventional effective length method has been used for decades. Fairly speaking, it provides a quick means of assessing the buckling strength of a structure. However, in pace with the advances in computer technology including cost, speed and memory of personal computers, a better and more reliable method with a clearer concept behind the true behaviour of a structure emerges and this method is broadly named as the "Advanced analysis". This paper describes the background and implementation of this new method in the design of steel structures.

AB - The conventional effective length method has been used for decades. Fairly speaking, it provides a quick means of assessing the buckling strength of a structure. However, in pace with the advances in computer technology including cost, speed and memory of personal computers, a better and more reliable method with a clearer concept behind the true behaviour of a structure emerges and this method is broadly named as the "Advanced analysis". This paper describes the background and implementation of this new method in the design of steel structures.

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M3 - Conference article published in proceeding or book

SN - 9780415408172

SP - 15

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BT - Proceedings of the International Conference in Metal Structures - Steel - A New and Traditional Material for Building

T2 - International Conference in Metal Structures - Steel - A New and Traditional Material for Building

Y2 - 20 September 2006 through 22 September 2006

ER -

Theory, computation and practice of advanced analysis

Abstract

Conference

ASJC Scopus subject areas

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