Bending Tests on Spannglass Beams: Comparison with Post-Tensioned Concrete Structures-Reference-Cited by-同舟云学术

Bending Tests on Spannglass Beams: Comparison with Post-Tensioned Concrete Structures

Published:2019-10 Issue:10 Volume:145 Page:04019099
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Engelmann Michael¹,Weller Bernhard²

Affiliation:

1. Manager Technical Solutions, Josef Gartner GmbH, Gartnerstraße 20, 89423 Gundelfingen an der Donau, Germany; formerly, Senior Researcher, Institute of Building Construction, Technische Universität Dresden, 01219 Dresden, Germany (corresponding author).

2. Professor, Institute of Building Construction, Technische Universität Dresden, August-Bebel-Straße 30, 01219 Dresden, Germany..

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%29ST.1943-541X.0002348

Reference32 articles.

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2. On the size and shape of initial out-of-plane curvatures in structural glass components

3. Bos F. P. F. A. Veer G. J. Hobbelman and P. C. Louter. 2004. “Stainless steel reinforced and post-tensioned glass beams.” In Proc. 12th Int. Conf. of Experimental Mechanics (ICEM12). Bari Italy: Polytechnic Univ. of Bari.

4. Umbau der Lindener Volksbank in Hannover;Bünemann B.;Glas. Architektur und Technik,1997

5. Cupać J. 2017. “Post-tensioned glass beams.” Ph.D. thesis Civil Engineering Institute École Polytechnique Fédérale de Lausanne.