The behavior of top and seat bolted angle connections under blast loading-Reference-Cited by-同舟云学术

The behavior of top and seat bolted angle connections under blast loading

Published:2011-10 Issue:10 Volume:67 Page:1463-1474
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Daryan Amir Saedi,Ziaei Masoud,Sadrnejad Seyed Amirodin

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Moment-rotation relations of semi rigid connections with angles;Kishi;J Struct Eng,1987

2. Engelhardt MD, Sabol TA., Testing of welded steel moment connections in response to the Northridge earthquake. In: Progress report to the AISC Advisory Subcommittee on Special Moment Resisting Frames Research, Northridge Steel Update I, American Institute of Steel Construction, Chicago, IL 1994

3. Development of interim recommendations for improved welded moment connections in response to the Northridge earthquake;Engelhardt,1995

4. Handbook of structural steel connection design and details;Tamboli,1999

5. Structural steel semi-rigid connections — theory, design and software;Faella,2000

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