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Acceleration

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To apply the acceleration loads, the program assumes that the restrained joints do not move. The applied force at a joint is simply assembled mass at a joint times the input acceleration. Unfortunately, it is not possible to display the calculated acceleration loads in a tabular format.

Rotational Acceleration Loads

Rotational inertia is NOT needed for rotational acceleration. A unit rotation is applied about the given axis at the global origin. In time-history cases, you can specify a coordinate system and angle (about Z), and the rotational acceleration will be applied about the corresponding axis in that system at that originloads are used to simulate the ground motion of a time-history acceleration record. CSI software assumes complete fixity for all supports, then automatically computes acceleration loads at each node and structural object.

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Translational acceleration loads

Translational acceleration loads are the negative product of the assembled joint mass and input acceleration.

At any point in the structure, the rotational acceleration is equal to that at the origin, and negative moments will be generated for rotational inertia, if any. At any point in the structure, the a structure, translational acceleration is given by the cross product of the position vector from (relative to the origin of rotation) and the acceleration vector. The Resultant force is the negative product of this translational acceleration times value and the translational mass will be the force. The . For example, RY acceleration generates would generate MY, FX, and FZ values.

Rotational acceleration loads

This is basic mechanics, the conjugate to summing moments at a point from moments and forces distributed throughout the structureRotational acceleration is calculated independently from rotational inertia. This is done by applying, at the global origin, a unit rotation about the axis considered for the rotational-acceleration computation.

While applying a rotational-acceleration load during time-history analysis, users may specify a coordinate system and an angle from the vertical Z-axis. Rotational acceleration is then applied at the origin of that coordinate system, about the designated axis. Note that:

• Rotational acceleration is constant through all points in a structure.
• Rotational inertia may induce negative moment values.

Reference

For additional information, please see the CSI Analysis Reference Manual (Chapter XVII Load Cases, Acceleration Loads).