Skip to Main Content
Skip Nav Destination
ASTM Selected Technical Papers
The Use of Glass in Buildings
By
V Block
V Block
1
Narberth, PA
Search for other works by this author on:
ISBN-10:
0-8031-3458-4
ISBN:
978-0-8031-3458-4
No. of Pages:
182
Publisher:
ASTM International
Publication date:
2002

When an explosive threat exists, building owners should strongly consider using blast-resistant glazing in windows and curtain walls. Architects and engineers have few, if any, publicly available tools, procedures, or formal guidelines to aid in designing blast-resistant glazing. This paper presents a design procedure for blast-resistant laminated glass. The procedure finds its basis in an empirical relationship between air blast pressure, positive phase impulse, and 60-second equivalent design loading for laminated glass and window glass constructions fabricated with laminated glass. The procedure is relatively simple to use. The paper also addresses framing considerations for the blast-resistant glazing. It gives a design example and shows comparisons with experimental results.

1.
Norville
,
H. S.
,
Smith
,
M. L.
, and
King
,
K. W.
, “
Survey of Window Glass Broken by the Oklahoma City Bomb on April 19, 1995
,”
Glass Research and Testing Laboratory, Texas Tech University
,
Lubbock, TX
,
1995
.
2.
Norville
,
H. S.
,
Swofford
,
J. L.
,
Smith
,
M. L.
, and
King
,
K. W.
, “
Survey of Window Glass Broken by the Oklahoma City Bomb on April 19, 1995, Revised
.”
Glass Research and Testing Laboratory, Texas Tech University
,
Lubbock, TX
,
1996
.
3.
Norville
,
H. S.
,
Harvill
,
N.
,
Conrath
,
E. J.
,
Shariat
,
S.
,
Mallonee
,
S.
, “
Glass-Related Injuries in the Oklahoma City Bombing
.”
Journal of Performance of Constructed Facilities
 0887-3828, American Society of Civil Engineers,
13
(
2
),
1999
.
4.
Blocker
,
V.
and
Blocker
, ,
T. G.
 Jr.
, “
The Texas City Disaster: a Survey of 3000 Casualties
.”
American Journal of Surgery
,
78
,
1949
, pp. 756–771.
5.
Brismar
B.
and
Bregenwald
,
L.
, “
The Terrorist Bomb Explosion in Bologna, Italy, 1980: an Analysis of the Effects and Injuries Sustained
.”
Journal of Trauma
 0022-5282,
22
(
3
),
1982
, pp. 215–220.
6.
GRTL
, “
Misty Picture Data: Window Glass Experiment, Final Data Report
,”
Glass Research and Testing Laboratory, Texas Tech University
,
Lubbock, TX
,
1987
.
7.
Beason
,
W. L.
, “
A Failure Prediction Model for Window Glass
,” NTIS Accession Number PB81-148421,
Institute for Disaster Research, Texas Tech University
,
Lubbock, TX
,
1980
.
8.
Norville
,
H. S.
, and
Minor
,
J. E.
, “
The Strength of Weathered Window Glass
.”
Bulletin of the American Ceramic Society
,
64
(
11
),
1984
, pp. 1467–1470.
9.
Beason
,
W. L.
and
Norville
,
H. S.
,“
Development of a New Glass Thickness Selection Procedure
,”
Journal of Wind Engineering and Industrial Aerodynamics
 0167-6105, Vol.
36
, Elsevier Science Publishers,
1990
, pp.1135–1144.
10.
International Code Council (ICC)
, “
International Building Code
,” Falls Church, Virginia,
2000
.
11.
Southern Building Code Congress International (SBCCI)
, “
Standard Building Code
,” Birmingham Alabama,
1999
.
12.
Building Officials and Code Administrators International, Inc., (BOCA)
, “
The BOCA National Building Code/1999
,” Country Club Hills, Illinois,
1999
.
13.
Minor
,
J. E.
, “
Basic Glass Strength Factors
.”
Glass Digest
.
69
(
9
),
1990
.
14.
Norville
,
H. S.
, “
Dynamic Failure Prediction for Annealed Window Glass Lites
,”
Glass Research and Testing Laboratory, Texas Tech University
,
Lubbock, TX
, December, 1990
15.
WinDAS
, “
Window Design and Analysis Software
.”
Protective Design Center, Omaha District Corps of Engineers
,
215 N. 17th Street, Omaha, NE
,
2000
.
16.
Norville
,
H. S.
, and
Conrath
,
E. J.
, “
Considerations for Blast Resistant Glazing Design
,”
Journal of Architectural Engineering
, American Society of Civil Engineers, Vol.
7
, No.
3
,
2001
, pp. 80–86.
17.
Smilowitz
,
R.
,
Tennant
,
D.
,
Rubin
,
D.
, and
Lawyer
,
D.
, “
Las Vegas Courthouse Curtain Wall Project; Blast Prediction, Test Planning, and Post-Shot Analysis
.” Report No. WANY 99-01,
Weidlinger Associates, Inc.
, New York, NY,
1999
.
This content is only available via PDF.
You do not currently have access to this chapter.
Close Modal

or Create an Account

Close Modal
Close Modal