Frame/Wall Nonlinear Hinge

Form: Define Frame/Wall Hinge Properties

Hinge properties are used to define nonlinear force-displacement or moment-rotation behavior that can be assigned to discrete locations along the length of frame (line) objects or to the mid-height of wall objects. These nonlinear hinges are used during static nonlinear analysis, fast nonlinear analysis (FNA) modal time history analysis, and nonlinear direct integration time history analysis. For all other types of analysis, the hinges are rigid and have no effect on the behavior of the member.

Note: It is important that frame and wall objects be designed, e.g. reinforcement should be defined for concrete frames and walls, prior to running a nonlinear analysis utilizing hinges.

Three kinds of hinge properties are available in ETABS:

Auto hinge properties are defined by the program. The program cannot fully define the auto properties until the section to which they apply has been identified. Thus, the auto property is assigned to a frame or wall object, and the resulting hinge property can then be reviewed.

User-defined hinge properties can be based on auto properties or they can be fully user defined.

The generated hinge properties are used in the analysis. They can be viewed, but they cannot be modified. Generated hinge properties have an automatic naming convention of LabelH#, where Label is the frame or wall object label, H stands for hinge, and # represents the hinge number. The program starts with hinge number 1 and increments the hinge number by one for each consecutive hinge applied to the frame or wall object. For example, if a frame object label is F23, the generated hinge property name for the second hinge applied to the frame object is F23H2.

The main reason for the differentiation between defined properties (in this context, defined means both auto and user-defined) and generated properties is that typically the hinge properties are section dependent. Thus it is necessary to define a different set of hinge properties for each frame or wall section type in the model. This could potentially mean that you would need to define a very large number of hinge properties. To simplify this process, the concept of generated properties is used in ETABS. When generated properties are used, the program combines its built-in criteria with the defined section properties for each object to generate the final hinge properties. The net effect of this is that you do significantly less work defining the hinge properties because you do not need to define every hinge.

The user assigns auto hinge properties and user-defined hinge properties to a frame or wall object. The program then automatically creates a new generated hinge property for every assigned hinge.

Define user-defined hinge properties as follows:

  1. Click the Define menu > Section Properties > Frame/Wall Nonlinear Hinge  command to access the Define Frame/Wall Hinge Properties form.

  2. Choose or input parameters for the following areas.

Note: Generated hinge properties can be viewed, but can not be modified.

Note: If the highlighted hinge property is being used anywhere in the model, the Delete Property button will be grayed out and inactive. A hinge property can not be deleted until it has been removed from all objects. Remove a hinge by selecting the object(s) and deleting the assignment.

Note:  Make changes to any of these items by first highlighting the row of data to be changed. Then click the Modify/Show Property button to display the Hinge Property Data form and make the necessary adjustments. Note that generated properties cannot be modified.

References

ATC, 1996. Seismic Evaluation and Retrofit of Concrete Buildings, Volume 1, ATC-40 Report, Applied Technology Council, Redwood City, California.

FEMA, 1997. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Developed by the Building Seismic Safety Council for the Federal Emergency Management Agency (Report No. FEMA 273), Washington, D.C.

See Also

Nonlinear Static Cases

Assign - Frame - Hinges