Failure Analysis of Transmission Line Towers-Reference-Cited by-同舟云学术

Failure Analysis of Transmission Line Towers

Published:2011-06 Issue:3 Volume:25 Page:231-240
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Prasad Rao N.¹²³⁴⁵,Samuel Knight G. M.¹²³⁴⁵,Seetharaman S.¹²³⁴⁵,Lakshmanan N.¹²³⁴⁵,Iyer Nagesh R.¹²³⁴⁵

Affiliation:

1. Ph.D. Scholar, Structural Engineering Research Centre (CSIR-SERC), Chennai, India (corresponding author).

2. Professor, College of Engineering Guindy, Anna Univ., Chennai, India.

3. Former Director Grade Scientist, Structural Engineering Research Centre (CSIR-SERC), Chennai, India.

4. Former Director, Structural Engineering Research Centre (CSIR-SERC), Chennai, India.

5. Director, Structural Engineering Research Centre (CSIR-SERC), Chennai, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000161

Reference11 articles.

1. Failure analysis of transmission towers

2. ASCE. (2000). “Design of latticed steel transmission structures.” ASCE 10-97 Reston VA.

3. British Standards Institution (BSI). (1999). “Lattice towers and masts: Part 3 code of practice for strength assessment of members of lattice towers and masts.” BS:8100-3:1999 London.

4. Bureau of Indian Standards (IS) (1978). “Code of practice for use of structural steel in over head transmission line towers—Testing.” IS:802 (Part III) New Delhi India.

5. Bureau of Indian Standards (IS) (1992). “Code of practice for use of structural steel in over head transmission line towers—Permissible stresses.” IS:802 (Part 1/Sec 2) New Delhi India.

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