Appendix B Maximum deflection and response time for elasto-plastic single degree of freedom systems
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Published:2009
2009. "Appendix B Maximum deflection and response time for elasto-plastic single degree of freedom systems", Blast effects on buildings, David Cormie, Geoff Mays, Peter Smith
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Notation
p pressure
ru unit resistance
T natural period of vibration
td load duration
tm time to maximum transient deflection XE equivalent elastic deflection Xm maximum transient deflection
Figure B.1. Maximum deflection of elasto-plastic, one-degree-of-freedom system for triangular load (after US Department of Defense UFC 3-340-02. Design of structures to resist the effects of accidental explosions, December 2008)
Appendix B
Figure B.2. Maximum response time of elasto-plastic, one-degree-of-freedom system for triangular load (as per Figure B.1)
Figure B.3. Maximum deflection of elasto-plastic, one-degree-of-freedom system for gradually applied load (as per Figure B.1)
Figure B.4. Maximum response time of elasto-plastic, one-degree-of-freedom system for gradually applied load (as per Figure B.1)
