However, too much creep generally appeared in prestressed concrete simply supported beam bridge in use.
In this way, the response of simply supported beams and cantilever beams is discussed.
We investigate the nonstationary wavelet numerical solution of the biharmonic equation simply supported boundary value problem.
The nonlinear deformations of simply supported, fixed supported and cantilever piezoelectric laminated beams were studied under strong electric field and mechanical force.
For simply supported annular plate under linear load, the limit load analysis was investigated by applying unified strength theory.
A nonlinear finite element analysis of 4 RC deep flexural simply supported beams with the program VT2 is presented.
The bending problems of rectangular plates of unidirectional linear variable thickness with two opposite edges simply supported are discussed.
When the greenhouse glass plate is simply supported, the hail resistant behavior is better than that using clamped supports.
Displacement fundamental equations of the thick plates bending and the general solution to simply supported rectangular plates by transvers shearing defomation
This is the temperature at which a simply supported beam specimen of the material, with a centrally applied load, reaches a predefined deflection.
The vertical loaded free frequencies for the different span simply supported beam Bridges are investigated with the vehicle bridge system model.
The exact state equation solution of mechanical electric coupling for a simply supported beam subject to uniform distribution of load is given.
Based on this research and using the ultimate equilibrium theory, the calculation model of shear bearing capacity of corroded simply supported reinforced concrete beam is established.
The constructing procedure of the monolithic layer and the wet joints of the girders and the orders of straining the pre-stress force are the key orders of the simply supported-continuous system.
In this paper, the governing dynamic equation for a plastic simply supported imperfect beam subjected to impact is rigorously derived, in which the yield interaction between membrane force and bending moment is taken into account.
