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STAAD.Pro Help

STAAD.Pro Help

STAAD.Pro Help Getting Started What's New?Tutorials Modeling Analysis Design Postprocessing and Reports Data Files and Interoperability General Engineering Theory Technical Reference of STAAD Commands TR.0 STAAD Commands and Input Instructions TR.1 Command Language Conventions TR.2 Problem Initiation and Model Title TR.3 Unit Specification TR.4 Input/Output Width Specification TR.5 Set Command Specification TR.6 Data Separator TR.7 Page Control Commands TR.8 Ignore Specifications TR.9 No Design Specification TR.10 Job Information Data TR.11 Joint Coordinates Specification TR.12 Member Incidences Specification TR.13 Plate and Solid Elements TR.14 Plate Element Mesh Generation TR.15 Redefinition of Joint and Member Numbers TR.16 Entities as Single Objects TR.17 Rotation of Structure Geometry TR.18 Inactive/Delete Specification TR.19 User Steel Table Specification TR.20 Member Property Specification TR.21 Element/Surface Property Specification TR.22 Member and Element Releases TR.23 Axial Member Specifications TR.24 Element Plane Stress and Ignore Inplane Rotation Specification TR.25 Offset Specifications TR.26 Specifying and Assigning Material Constants TR.27 Support Specifications TR.28 Rigid Diaphragm Modeling TR.29 Definition of Member Attributes TR.30 Miscellaneous Settings for Dynamic Analysis TR.31 Definition of Load Systems TR.32 Loading Specifications TR.33 Reference Load Cases - Application TR.34 Frequency Calculation TR.35 Load Combination Specification TR.36 Calculation of Problem Statistics TR.37 Analysis Specification TR.37.1 Linear Elastic Analysis TR.37.2 P-Delta Analysis Options TR.37.3 Nonlinear Cable Analysis TR.37.4 Buckling Analysis TR.37.5 Direct Analysis TR.37.6 Steady State and Harmonic Analysis TR.37.7 Pushover Analysis TR.37.7.1 Beginning of Pushover Data TR.37.7.2 Define Input TR.37.7.3 Define Loading Pattern TR.37.7.4 Define Solution Control TR.37.7.5 Define Hinge Property TR.37.7.5.1 User-Defined Hinge Property TR.37.7.5.2 Assignment of Hinge Property to the Members TR.37.7.6 Define Spectral Parameters TR.37.7.7 End Pushover Data TR.37.7.8 Pushover Loading Input TR.37.7.9 Validation of Commands other than Input Parameters TR.37.8 Geometric Nonlinear Analysis TR.37.9 Imperfection Analysis TR.37.10 Floor Spectrum Command TR.38 Change Specification TR.39 Load List Specification TR.40 Load Envelope TR.41 Section Specification TR.42 Print Specifications TR.43 Stress/Force Output Printing for Surface Entities TR.44 Printing Section Displacements for Members TR.45 Printing the Force Envelope TR.46 Post Analysis Printer Plot Specifications TR.47 Size Specification TR.48 Steel and Aluminum Design Specifications TR.49 Code Checking Specification TR.50 Group Specification TR.51 Steel and Aluminum Take Off Specification TR.52 Timber Design Specifications TR.53 Concrete Design Specifications TR.54 Footing Design Specifications TR.55 Shear Wall Design TR.56 End Run Specification Index of Commands Ribbon Control Reference Verification Examples Application Examples OpenSTAAD

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Technical Reference of STAAD Commands
TR.37 Analysis Specification
TR.37.7 Pushover Analysis
TR.37.7.5 Define Hinge Property

TR.37.7.5 Define Hinge Property

If the automatic hinge calculation per FEMA 356 is not used, then the hinge properties must be defined and these hinges must be assigned to members.

TR.37.7.5.1 User-Defined Hinge Property
TR.37.7.5.2 Assignment of Hinge Property to the Members
This command is used to define the method by which the plastic hinges are formed. If no assignment of hinge property is done, the program will assign built-in FEMA 356 hinge property to the members.

Parent Topic: TR.37.7 Pushover Analysis