A Prying Action Force and Contact Force Estimation Model for a T-Stub Connection with High-Strength Bolts-Reference-Cited by-同舟云学术

A Prying Action Force and Contact Force Estimation Model for a T-Stub Connection with High-Strength Bolts

Published:2013-09 Issue:2 Volume:12 Page:309-316
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Yang Jae-Guen¹,Park Jae-Ho²,Kim Hyun-Kwang²,Back Min-Chang²

Affiliation:

1. Professor, Department of Architectural Engineering, College of Engineering, Inha University, Korea

2. Graduate Student, Department of Architectural Engineering, College of Engineering, Inha University, Korea

Publisher

Informa UK Limited

Subject

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

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.12.309

Reference15 articles.

1. 1) Agerskov, H. (1976) High strength bolted connections subject to prying. Journal of Structural Engineering. Div., ASCE, 102(1), pp.161-175.

2. 2) Astaneh, A. (1985) Procedure For a Design and Analysis of Hanger-Type Connections. Engineering Journal, AISC, 22(2), pp.63-66.

3. 3) Ballio, G., Mazzolani, F.M. (1994) Strutture in A cciaio. Hoepli, Milan.

4. 4) Bursi, O. (1990) Behaviour of High strength Bolts in Bolted Beam-to-Column connections, Proc. Of Applied Stress Analysis Conference, Nottingham.

5. 5) Douty, R. T. and McGuire, W. (1965) High Strength Bolted Moment Connections. J. Struct. Div., ASCE, 91(2), pp.101-128.

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