1 A cantilever beam is lengthened from 1.

2 Based on a model of a cantilever beam system with clearance restriction, its nonlinear dynamic response to harmonic excitation are studied qualitatively in experiments.

3 Then, applying the theory to solve the cantilever beam and simply supported simple beam structure of the integrity and the cracked state analytical solution.

4 The full stress design of a cantilever beam under a combined load is discussed.

5 The bending of magneto-electro-elastic cantilever beam with point force at free end treated as plane stress problem is investigated.

6 The design of cantilever beam, joist and battered column in the upper structure was introduced. The anti-float of deep foundation problem and baseplate and concrete external wall were introduced.

7 The calculating method of deflection for double tapered cantilever beam is introduced.

8 With hoisting method by double cantilever beam, the hoisting of large steel trusses was get success.

9 Force - measuring elements employ either a cantilever beam or a column arrangement.

10 The flow sensor has a structure of cantilever beam with ridge waveguide.

11 The dynamics of a cantilever beam attached to a rotating body is reported in this paper.

12 A cantilever beam was experimentally studied with this method and the result is consistent with theoretical result.

13 This paper studies the discrete time optimal control of a flexible cantilever beam with time delay in control.

14 The efficiency of the method is validated by numerical simulation studied on a damage cantilever beam.

15 The frequency equations of the simply supported beam and cantilever beam are given.

16 A model for analyzing the large deflection of an elastic cantilever beam with constraint under uniformly distributed load was established.

17 The sensitivities of temperature and strain are calibrated by calorstat and cantilever beam separately.

18 Then experimental investigation of structural vibration control was made on a cantilever beam in lab.

19 A linear state error feedback control technique is utilized to synchronize two coupling cantilever beam system.

20 Secondly, the equivalent plane truss element analysis program of plane stress problem is worked out, by which cantilever beam,[] simple beam and perforated wall are analyzed.

21 The characteristic responsibility of this system can be enhanced by improving the configuration of cantilever beam.