Experimental Study of High-Strength Bolt Connected Composite Beams with Web Openings-Reference-Cited by-同舟云学术

Experimental Study of High-Strength Bolt Connected Composite Beams with Web Openings

Published:2020-04-21 Issue:1 Volume:45 Page:1-10
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Li Longqi,Zhang Huanfang,Zhou Donghua

Funder

NSAF Joint Fund

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-020-00411-y.pdf

Reference20 articles.

1. Ataei A, Bradford MA, Liu X (2016a) Experimental study of composite beams having a precast geopolymer concrete slab and deconstructable bolted shear connectors. Struct Eng 114:1–13

2. Ataei A, Bradford MA, Valipour HR, Liu X (2016b) Experimental study of sustainable high strength steel flush end plate beam-to-column composite joints with deconstructable bolted shear connectors. Struct Eng 123:124–140

3. Dallam LN (1968) Pushout tests with high strength bolt shear connectors. In: Report for Missouri State Highway Department, University of Missouri-Columbia (MI), Missouri

4. Dallam LN, Harpster JL (1968) Composite beam tests with high-strength bolt shear connectors. In: Report for Missouri State Highway Department, University of Missouri-Columbia (MI), Missouri

5. Darwin D, Donahey RC (1988) LRFD for composite beams with unreinforced web openings. J Struct Eng 114:535–552

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