Effect of Bolt Slip on Tower Deformation-Reference-Cited by-同舟云学术

Effect of Bolt Slip on Tower Deformation

Published:2012-05 Issue:2 Volume:17 Page:65-73
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Prasad Rao Napa¹,Samuel Knight G. M.²,Lakshmanan N.³,Iyer Nagesh R.⁴

Affiliation:

1. Scientist, Council of Scientific and Industrial Research Structural Engineering Research Centre (CSIR-SERC), CSIR Road, Taramani P.O., Chennai 600 113, India (corresponding author).

2. Professor, College of Engineering, Guindy, Anna Univ., Chennai 600 025, India.

3. Former Director, Council of Scientific and Industrial Research Structural Engineering Research Centre (CSIR-SERC), CSIR Road, Taramani P.O., Chennai 600 113, India.

4. Director, Council of Scientific and Industrial Research Structural Engineering Research Centre (CSIR-SERC), CSIR Road, Taramani P.O., Chennai 600 113, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000108

Reference11 articles.

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

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

3. Bureau of Indian Standards. (2007). “Code of practice for general construction in steel.” IS:800 New Delhi India.

4. European Convention for Constructional Steelwork (ECCS) Technical Committee 10 Bolted and Welded Connections. (1985). European recommendations for bolted connections: In structural steel work ECCS Brussels Belgium.

5. International Electrotechnical Commission (IEC). (2002). “Loading tests on overhead lines structures.” IEC 60 652 Geneva.

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