Postelastic Analysis of Cable Trusses-Reference-Cited by-同舟云学术

Postelastic Analysis of Cable Trusses

Published:2015-10 Issue:10 Volume:141 Page:04015003
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kmet S.¹,Mojdis M.²

Affiliation:

1. Professor, Institute of Structural Engineering, Faculty of Civil Engineering, Technical Univ. of Kosice, Vysokoskolska 4, 042 00 Kosice, Slovak Republic (corresponding author).

2. Assistant Professor, Institute of Structural Engineering, Faculty of Civil Engineering, Technical Univ. of Kosice, Vysokoskolska 4, 042 00 Kosice, Slovak Republic.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001227

Reference42 articles.

1. ANSYS 12.0 [Computer software]. Canonsburg PA ANSYS.

2. Introduction to Cable Roof Structures, 2nd edition

3. A minimum principle for tractions in the elastostatics of cable networks

4. CEN (European Committee for Standardization). (2005). “Eurocode 3: Design of steel structures. Part 1-1: General rules and rules for buildings.” EN 1993-1-1 Brussels Belgium.

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