The use of dynamic characteristics for the optimal design of arches

Author:

Bensalem A.,Sibbald A.,Fairfield C.A.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference19 articles.

1. Some studies on the optimisation of variable thickness plates and shells;Hinton;Engng Comp,1993

2. Structural shape optimisation of vibrating shells and folded plates using two-noded finite strips;Hinton;Engng Comp,1993

3. Bhatt P, Bensalem A. Behaviour of a reinforced concrete flat slab over the column support designed using nonelastic stress fields. Struct Engng Rev 1996;201–12

4. Bhatt P, Bensalem A. Behaviour of reinforced concrete slabs designed using non-elastic stress fields. In: Computational methods & experimental measurements. Elsevier Science, Oxford, 1991:471–480

5. Approximate method for the optimum design of ring and stringer stiffened cylindrical panels and shells with local, inter-ring, and general buckling modal imperfections;Bushnell;Comp & Struct,1996

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Assessment of Laminated Cylindrical Arch Loaded by a Shock Wave;International Journal of Protective Structures;2011-06

2. Dynamics and generation of stress waves in cracked graphite moderator bricks;Nuclear Engineering and Design;2005-02

3. Optimum design of parabolic and circular arches with varying cross section;Structural Engineering and Mechanics;1999-11-25

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