A History of Research and a Review of Recent Developments
A History of Research and a Review of Recent Developments
A History of Research and a Review of Recent Developments
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Response, safety <strong>and</strong> evolution<br />
9.15 Crawford, J.E. <strong>and</strong> Mendoza, P.J. (1985) Combined finite element <strong>and</strong> lumped<br />
mass techniques for parametric structural analysis <strong>of</strong> structures, Proc. 2nd Symp.<br />
on the Interaction <strong>of</strong> Non-nuclear Munitions with Structures, Panama City<br />
Beach, Florida, USA, April.<br />
9.16 Walker, A.C. (1993) Non-linear analysis <strong>of</strong> blast walls to evaluate safe ultimate<br />
loads, 2nd Int. Conf. on Offshore Structural Design against Extreme Loads,<br />
ERA, London.<br />
9.17 Schleyer, G. <strong>and</strong> Mihsein, M. (1992) Development <strong>of</strong> mathematical models for<br />
dynamic analysis <strong>of</strong> structures, 1st Int. Conf. on Structural Design against Extreme<br />
Loads, ERA, London.<br />
9.18 Louca, L.A., Punjani, M. <strong>and</strong> Harding, J.E. (1996) Non-linear analysis <strong>of</strong> blast<br />
walls <strong>and</strong> stiffened panels subjected to hydrocarbon explosions, Journal <strong>of</strong><br />
Constructional Steel <strong>Research</strong>, 37(2), April.<br />
9.19 Van Wees, R.M. (1993) Design <strong>of</strong> stiffened panels to withst<strong>and</strong> explosion loads,<br />
2nd Int. Conf. on Offshore Structural Design against Extreme Loads, ERA,<br />
London.<br />
9.20 Houlston, R. <strong>and</strong> DesRochers, C.G. (1987) Non-nuclear structural response <strong>of</strong><br />
ship panels subjected to air blast loading, Proc. 6th Conf. on Non-linear Analysis,<br />
ADINA.<br />
9.21 Carson, J.M., Morrison, D. <strong>and</strong> Hampson, R.J. (1984) Conventional High<br />
Explosive Blast <strong>and</strong> Shock (CHEBS) Test Series: Mark 82 General Purpose<br />
Bomb Tests, Air Force Weapons Laboratory, AFNL-TR-84–27, June.<br />
9.22 Carson, J.M. <strong>and</strong> Morrison D. (1987) Conventional High Explosive Blast <strong>and</strong><br />
Shock (CHEBS) Test Series: Mark 83 General Purpose Bomb Tests, Air Force<br />
Weapons Laboratory, AFWL-TR-86–53, Parts 1–3, January.<br />
9.23 Twisdale, L.A., Sues, R.H., Lavelle, F.M. <strong>and</strong> Miller, D.B. (1991) <strong>Research</strong> to<br />
develop reliability-based design methodology for protective structures, Proc.<br />
5th Int.Symp. on the Interaction <strong>of</strong> Conventional Munitions with Protective<br />
Structures , Mannheim, Germany, April.<br />
9.24 Twisdale, L.A., Sues, R.H. <strong>and</strong> Lavelle, F.M. (1993) Reliability based design<br />
methods for the Protective Construction Design Manual, Proc. 6th Int. Symp.<br />
on the Interaction <strong>of</strong> Non-nuclear Munitions with Structures, Panama City<br />
Beach, Florida, May.<br />
9.25 Sues, R.H., Drake, S.L., <strong>and</strong> Twisdale, L.A. (1993) Reliability based safety factors<br />
for grounds shock loads in protective construction, Proc. 6th Int. Symp. on the<br />
Interaction <strong>of</strong> Non-nuclear Munitions with Structures, Panama City Beach,<br />
Florida, May.<br />
9.26 Drake, J.L. et al. (1989) Protective Construction Design Manual, ESL-TR-87–<br />
57, Air Force Engineering <strong>and</strong> Services Centre, Tyndall Air Force Base, November.<br />
9.27 Sues, R.H. <strong>and</strong> Twisdale, L.A. (1993) How to select a design fragment for<br />
protective structure design with consistent reliability, Proc. 6th Int. Symp. on<br />
the Interaction <strong>of</strong> Non-nuclear Munitions with Structures, Panama City Beach,<br />
Florida, May.<br />
9.28 Sues, R.H., Hwang, C.W., Twisdale, L.A. <strong>and</strong> Lavelle, F.M. (1991) Reliability<br />
based design <strong>of</strong> R/C structures for protection against projectiles <strong>and</strong> fragments,<br />
Proc. 5th Int. Symp. on the Interaction <strong>of</strong> Conventional Munitions with Protective<br />
Structures, Mannheim, Germany, April.