Ultimate Behavior of Bolted T-Stubs. II: Model Validation-Reference-Cited by-同舟云学术

Ultimate Behavior of Bolted T-Stubs. II: Model Validation

Published:2001-06 Issue:6 Volume:127 Page:694-704
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Piluso Vincenzo¹²³,Faella Ciro¹²³,Rizzano Gianvittorio¹²³

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Salerno, Via Ponte Don Melillo, Fisciano, SA 84084, Italy.

2. Full Prof., Dept. of Civ. Engrg., Univ. of Salerno, Via Ponte Don Melillo, Fisciano, SA 84084, Italy.

3. Res. Assoc., Dept. of Civ. Engrg., Univ. of Salerno, Via Ponte Don Melillo, Fisciano, SA 84084, Italy.

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%290733-9445%282001%29127%3A6%28694%29

Reference15 articles.

1. Aribert J. M. ( 1992). “Aspects Actuels sur le Dimensionnement Plastique des Assemblages en Construction Métallique.” Constr. Métallique 2 25–48 (in French).

2. Comité Européen de Normalisation (CEN). ( 1997). “Eurocode 3 Part 1.1: Annex J—Joints in building frames.” Approved Final Draft CEN/TC250/SC3-PT9.

3. Faella C. Piluso V. and Rizzano G. ( 1996a). . “Some proposals to improve EC3-Annex J approach for predicting the moment-rotation curve of extending end plate connections.” Costruzioni Metalliche 4 15–31.

4. Faella C. Piluso V. and Rizzano G. ( 1996b). . “Prediction of the flexural resistance of bolted connections with angle.” Proc. IABSE Colloquium on Semirigid Struct. Connections Istanbul International Association for Bridge and Structural Engineering Zurich 339–348.

5. Faella C. Piluso V. and Rizzano G. ( 1997a). . “Plastic deformation capacity of bolted T-stubs.” Proc. Int. Workshop and Seminar on Behaviour of Steel Struct. in Seismic Areas STESSA '97 10/17 Editions Salerno Italy 572–581.

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