The Effective Length of Compressive Chord Members in Steel Truss Structure: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

The Effective Length of Compressive Chord Members in Steel Truss Structure

Chen, Q.-J. / Cai, J. / Yang, C. / Lin, H.-B. / South China University of Technology

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

The Effective Length of Compressive Chord Members in Steel Truss Structure

Chen, Q.-J. / Cai, J. / Yang, C. / Lin, H.-B. / South China University of Technology

The Effective Length of Compressive Chord Members in Steel Truss Structure

Chen, Q.-J. / Cai, J. / Yang, C. / Lin, H.-B. / South China University of Technology

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

The Effective Length of Compressive Chord Members in Steel Truss Structure

Contributors:

Chen, Q.-J. (author) / Cai, J. (author) / Yang, C. (author) / Lin, H.-B. (author) / Li, J. / South China University of Technology

Conference:

International Symposium, Innovation & sustainability of structures in civil engineering; Proceedings of the international symposium on innovation & sustainability of structures in civil engineering, South China University of Technology ; 2009 ; Guangzhou, China

Published in:

Innovation & sustainability of structures in civil engineering; Proceedings of the international symposium on innovation & sustainability of structures in civil engineering, South China University of Technology ; 632-635

INNOVATION AND SUSTAINABILITY OF STRUCTURES ; 1

Publication date:

2009-01-01

Size:

4 pages

Remarks:

Includes bibliographical references and index; Also known as ISIS 2009

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

Innovation , Sustainability , Structures , Civil engineering , ISIS

© Metadata Copyright the British Library Board and other contributors. All rights reserved.

Similar titles

Length effect on the tensile strength of truss chord members

Lam, Frank | Online Contents | 2000

Length effect on the tensile strength of truss chord members

Lam, F. | British Library Online Contents | 2000

Influences of Rigidity of Adjacent Web Members on Effective Length of Compressive Web Members in Truss Structure

Yang, C. / Cai, J. / Su, G.-Q. et al. | British Library Conference Proceedings | 2009

Composite truss with steel concrete chord

Sattler, K. | Engineering Index Backfile | 1952

Steel truss vestibule lower chord reinforcing method

GAO TAO / LI XIAODONG / HAN TENGFEI et al. | European Patent Office | 2022

Free access