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The full structure can be subject to a full array of AASHTO load types in a static analysis or time varying load functions in a dynamic analysis. Each pier structure is composed of pier columns and a cap. This structure is supported on a pile cap and piles/shafts with nonlinear soil.In this section, the pavement cross-section can either be of circular, rectangular, or splitter format. Additionally, the M&I system can be defined as direct or indirect, and the allowable penetration of the pavement into the M&I and base course is defined. The M&I system is a parametric structural model that is integrated into the Finite Element Analysis program, FB-MultiPier, and is handled in the same manner as the other models in the system.The Finite Element Analysis and soil models are supported as a multi-threaded, multi-processing program.This analysis program couples nonlinear structural finite element analysis with nonlinear static soil models for axial, lateral and torsional soil behavior to provide a robust system of analysis for coupled bridge pier structures and foundation systems. FB-MultiPier performs the generation of the finite element model internally given the geometric definition of the structure and foundation system as input graphically by the designer.The Finite Element Model can be generated for as many pier structures as needed. They can be either built or imported. It does not import any models that are built internally. The Finite Element Model of the pier structures has 4, 6 or 8 degrees of freedom. In other words, the degree of freedom of rotation and translation are set. A grid that can be either triangular, quadrilateral or hexahedral is used to set the Finite Element Model.The Finite Element Model can be imported at the design stage or built at any later stage using the built-in optimization capabilities of Finite Element Model.
In this section, the pavement cross-section can either be of circular, rectangular, or splitter format. Additionally, the M&I system can be defined as direct or indirect, and the allowable penetration of the pavement into the M&I and base course is defined. d2c66b5586