Experimental and Numerical Analysis of a Glass-to-Steel Joint-Reference-Cited by-同舟云学术

Experimental and Numerical Analysis of a Glass-to-Steel Joint

Published:2008-08 Issue:8 Volume:134 Page:1389-1397
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Amadio C.¹²³⁴⁵,De Luca O.¹²³⁴⁵,Fedrigo C.¹²³⁴⁵,Fragiacomo M.¹²³⁴⁵,Sandri C.¹²³⁴⁵

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Trieste, piazzale Europa 1, 34127 Trieste, Italy. E-mail: amadio@univ.trieste.it

2. Permasteelisa Group Ltd., via Mattei 21–23, 31029 Vittorio Veneto (TV), Italy. E-mail: o.deluca@permasteelisa.it

3. Research Engineer, Dept. of Civil and Environmental Engineering, Univ. of Trieste, piazzale Europa 1, 34127 Trieste, Italy. E-mail: fedrigo@dic.univ.trieste.it

4. Associate Professor, Dept. of Architecture and Planning, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo 6, 07041 Alghero, Italy. E-mail: fragiacomo@uniss.it

5. Practicing Engineer, Studio Palusa, Capo Bartoli 34100 Trieste, Italy. E-mail: christian.sandri@studiopalusa.it

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%282008%29134%3A8%281389%29

Reference28 articles.

1. AAMA. (1984). “Structural properties of glass.” CW-12 aluminum curtain wall series.

2. ASTM. (2000). “Standard practice for determining the load resistance of glass in buildings.” E1300 West Conshohocken Pa.

3. Beason W. L. (1980). “A failure prediction model for window glass.” Institute for Disaster Research Texas Tech Univ. Lubbock Tex.

4. Glass Failure Prediction Model

5. Bohmann D. (1999). “FEM—New ways in glass design and engineering.” Proc. Glass processing days 84 93.

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