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9/7/2007 - Bentley’s Integrated Structural Model is designed to act as a central repository for all of Bentley’s structural engineering products. Greg Corke takes a closer look at this challenging project.
7/10/2007 - STAAD.Pro 2007 has been released and is now available for download from the Bentley SELECT servers
12/19/2006 - New Mexico DOT uses STAAD.Pro for Multi-Span, Plate Girder Bridge Design
11/29/2006 - Integrated Concrete Modeling, Analysis, Design and Detailing Seminar in India
10/20/2006 - STAAD and RAM products used to design 26-story steel hotel
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TRANSPORT - Motion/Transport Analysis

The TRANSPORT module can calculate the inertia forces due to motion accelerations, consisting of any combination of the 3-translational and 3-rotational degrees of freedom. The inertia loads can either be lumped at the nodes, or distributed along the members. The program generates a complete STAAD.Pro input file consisting of basic load cases for the inertia loadings on the structure, together with the STAAD.Pro commands necessary to perform analysis, output displacements, reactions and member end forces.

Motion loads can be generated in all six degrees of freedom (DOF), and combined, to form basic STAAD.Pro load cases. The DOF motions in a load case can be added or subtracted by specifying a directional load factor, e.g. -1.2, 1.0 etc., a factor greater than 1.0 would signify a correction factor being applied to the generated load. If gravity tilt loads are to be generated then the global Y axis must be set vertically upwards. Also, in respect of vessel motions, a suitable axis convention would be to set the global Y axis vertical with the global X axis in the direction of the vessel longitudinal axis. This convention gives the following correspondence between each DOF in terms of ship motions as follows:

DOF
Ship Motion
DX
Surge
DY
Heave
DZ
Sway
RX
Roll
RY
Yaw
RZ
Pitch

Thus, for example, using directional load factors it is possible to form load cases comprising of heave + roll, or heave - roll and heave + pitch, or heave - pitch, to determine the maximum member forces at all positions within a structure.

 

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