A simple mathematical model for free vibration analysis of combined system consisting of framed tube, shear core, belt truss and outrigger system with geometrical discontinuities

Author:

Kamgar Reza,Saadatpour Mohammad Mehdi

Publisher

Elsevier BV

Subject

Applied Mathematics,Modeling and Simulation

Reference22 articles.

1. M.A. Koplow, A. Bhattacharyya, B.P. Mann, Closed form solutions for the dynamic response of Euler–Bernoulli beams with step changes in cross section, J. Sound Vibration, Elsevier, Science Direct 295 (2006) 214–225.

2. S. Naguleswaran, Vibration of an Euler- Bernoulli beam on elastic end supports and with up to three step changes in cross-section, Int. J. Mech. Sci., Pergamon, Science Direct 44 (2002) pp.2541–2555.

3. An Analytical model for high-rise wall-frame structures with outriggers;Lee;Struct. Design Tall Special Buildings,2008

4. Formulae for optimum drift resistance of outrigger braced tall building structures;Stafford Smith;J. Comput. Struct.,1983

5. Lateral load response of belted tall building structures;Rutenberg;J. Eng. Struct.,1987

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