PREDICTION FOR WIND PRESSURE RESISTANCE OF PLATE GLASS IN BUILDINGS BASED ON FAILURE PROBABILITY THEORY
Author:
Affiliation:
1. Asahi Glass Co., Ltd.
2. Dept. of Structural Engineering, Hiroshima Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/65/529/65_KJ00004087785/_pdf
Reference8 articles.
1. 9) DUFFY S. F. Rsliability Analysis of Structural Ceramic Components Usung a Three-Pramerer Weibull Distribution. Journal of Engineering for Gas Turbines and Power. (1993) vol.115, p.109-116.
2. 16) BEASON W. L. Basis for ASTM E1300 Annealed Glass Thickness Selection Chart. Joumal of Structural engineering. (1998) vol.124, no.2, p.215-221.
3. 17) BEASON W. L. Glass Failure Predictiion Model. Journal of Structural Engineering. (1984) vol.110, no.2, p.197-212.
4. 18) NOVILLE H. S. Strength of Weathered Window Glass. American Ceramic Society Bulletin. (1985) vol.64, no.11, p.1467-1470.
5. 19) DURCHHOLZ M. Method of Reproducibly Predamaged Float Glass as A Basis to Determine the Bending Strength. Glass Science Tschnology. (1995) vol.68, no.8, p.251-258.
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