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The construction of an influence line may be obtained by the application of Muller Breslau's principle.
The bridge influence line (IL) is widely used in structural evaluation, damage identification, model updating, and other applications.
The influence line of the variation of the limit load of the truss due to introducing side-supports of unit stiffness in chord joints is found.
An influence line may be utilized to determine the location of the moving load that produces the maximum design force in a member.
These modifications not only improve the accuracy of damage equivalence factors (both λ and λmax) but also extend the application to any bridge influence line.
An arbitrary deformation is applied to the model, and the deflected form obtained represents the influence line for the force corresponding to the applied deformation.
Similar(47)
Its association with pin-jointed truss such as stringers and cross beams, influence lines for a Warren truss, influence lines for a Pratt truss, and influence lines for a bowstring truss are also illustrated with examples.
This chapter provides an overview of the construction and maximum effects of influence lines.
For complex influence lines, the equivalent time-averaging concept breaks down.
In the paper a general and direct method for implementation of influence lines in finite element software is provided.
Generally influence lines are applied to identify the most critical location and combination of live loads in civil engineering structures.
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