On parameters affecting the racking stiffness of timber-glass walls-Reference-Cited by-同舟云学术

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On parameters affecting the racking stiffness of timber-glass walls

Published:2018-09-19 Issue:1 Volume:4 Page:69-82
ISSN:2363-5142
Container-title:Glass Structures & Engineering
language:en
Short-container-title:Glass Struct Eng

Author:

Ber Boštjan,Finžgar Gregor,Premrov Miroslav,Štrukelj Andrej

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40940-018-0086-5/fulltext.html

Reference19 articles.

1. Amadio, C., Bedon, C.: Effect of circumferential sealant joints and metal supporting frames on the buckling behavior of glass panels subjected to in-plane shear loads. Glass Struct. Eng. (2016). https://doi.org/10.1007/s40940-015-0001-2

2. Bedon, C., Amadio, C.: A unified approach for the shear buckling design of structural glass walls with non-ideal restrains. Am. J. Eng. Appl. Sci. (2016). https://doi.org/10.3844/ajeassp.2016

3. Bedon, C., Amadio, C.: Buckling analysis and design proposal for 2-side supported double insulated glass units (IGUs) in compression. Eng. Struct. (2018). https://doi.org/10.1016/j.engstruct.2018.04.055

4. Ber, B., Premrov, M., Štrukelj, A., Kuhta, M.: Experimental investigations of timber-glass composite wall panels. Constr. Build. Mater. (2014). https://doi.org/10.1016/j.conbuildmat.2014.05.044

5. Ber, B., Šušteršič, I., Premrov, M., Štrukelj, A., Dujič, B.: Testing of timber-glass composite walls. Proc. Inst. Civ. Eng. Struct. Build. (2015). https://doi.org/10.1680/stbu.13.00105

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4. Transparent hybrid glass-steel bracing to improve the seismic capacity of historic buildings with colonnades;Engineering Structures;2023-03

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