Fatigue Behavior of Welded Diaphragm-to-Beam Connections-Reference-Cited by-同舟云学术

Fatigue Behavior of Welded Diaphragm-to-Beam Connections

Published:2001-10 Issue:10 Volume:127 Page:1145-1152
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Barth Amy S. (Grider)¹²³⁴,Bowman Mark D.¹²³⁴

Affiliation:

1. Associate Member, ASCE

2. Member, ASCE

3. Engr., SAI Consulting Engineers, Inc., 11 Rousch Dr. (WO), Morgantown, WV 26501.

4. Prof., School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907-1284.

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%3A10%281145%29

Reference9 articles.

1. American Association of State Highway Transportation Officials (AASHTO). ( 1996). Standard specifications for highway bridges 16th Ed. Washington D.C.

2. Canna T. ( 1996). “Evaluation of bridge diaphragm-to-beam connections with intermittent fillet welds.” MS thesis Purdue University West Lafayette Ind.

3. Fisher J. W. Barthelemy B. M. Mertz D. R. and Edinger J. A. ( 1980). “Fatigue behavior of full-scale welded bridge attachments.” NCHRP Rep. 227 Transportation Research Board Washington D.C.

4. Fisher J. W. Jim J. Wagner D. C. and Yen B. T. ( 1990). “Distortion induced fatigue cracking in steel bridges.” NCHRP Rep. 336 Transportation Research Board Washington D.C.

5. Fisher J. W. and Keating P. B. ( 1989). “Distortion-induced fatigue cracking of bridge details with web gaps.” J. Constr. Steel Res . 12(3-4) 215–228.

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The Response of a Highly Skewed Steel I-Girder Bridge with Different Cross-Frame Connections;Engineering, Technology & Applied Science Research;2021-08-21

2. Holistic finite element analysis to evaluate influence of cross-frames in skewed steel I-girder bridges;Engineering Structures;2020-06

3. Forensic Investigation on Cracking in Hanger-to-Girder Connections of Long-Span Suspension Bridges;Structural Engineering International;2017-08

4. Fatigue life prediction for distortion-induced cracking of steel bridges;International Journal of Steel Structures;2017-06

5. Field Evaluation of Cross-Frame and Girder Live-Load Response in Skewed Steel I-Girder Bridges;Journal of Bridge Engineering;2016-03