| Arch 721, Structural Design for Dynamic Loads,
University of Virginia Copyright © 1996-2006 Kirk Martini. 28-Aug-2007 9:47 |
Table
of Contents |
A few reasons:
Seismic testing of a full-scale house.
The Tacoma Narrows Bridge
![]() Translational vibration. | ![]() Torsional vibration. |
For example: What is the probabilty that a "100 year storm" will occur during a 100-year period? (63%).
Node
Nodes are infinitely small points; the state of the nodes (e.g. forces,
displacements, temperatures, boundary conditions) determines the state
of the rest of the model.
Element
Elements represent the material of the structure. The geometry of an
element is determined by the nodes it connects to. In linear elastic
analysis (most common in practice), elements can be viewed as springs
connecting the nodes.
Boundary Condition
A boundary condition is a restraint on the state of a node. The most
common boundary condition is to prevent movement of a node along one
or more degree of freedom, modelling the effect of a support where the
model is attached to something such as a foundation that restricts its
movement.
Action
An action changes the state of the structure in terms of its displacements,
reactions, and internal forces; this change in state is called the response
of the structure to the action. Common types of action include nodal
loads, element loads, displacements imposed on nodes, or temperature
changes specified at nodes or in elements.
| Arch 721, Structural Design for Dynamic Loads,
University of Virginia Copyright © 1996-2006 Kirk Martini. 28-Aug-2007 9:47 |
Table
of Contents |