Reinforced Concrete Frame Example: Difference between revisions

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This next example covers the nonlinear analysis of a reinforced concrete frame. The force based beam-column element with a fiber
This next set of examples covers the nonlinear analysis of a reinforced concrete frame. We look at the gravity load analysis of the frame in the first example, a pushover analysis of this gravity frame in the second, and an earthquake analysis in the third example.
discretization is used in the model. The example is contained in three separate files:
#[[Reinforced Concrete Frame Gravity Analysis | Reinforced Concrete Portal Gravity Analysis]]
#[[#RCFrame Gravity | RCFrameGravity.tcl]] - Defines the model and performs a gravity load analysis on the model
#[[Reinforced Concrete Frame Pushover Analysis | Reinforced Concrete Portal Pushover Analysis]]
#[[#RCFrame Pushover | RCFramePushover.tcl]] - Subjects the portal frame of RCFrameGravity to a pushover analysis.
#[[Reinforced Concrete Frame Earthquake Analysis | Reinforced Concrete Portal Earthquake Analysis]]
#RCFrameUniformExcitation.tcl - Subjects the portal frame of RCFrameGravity to a uniform excitation.
 
In addition to the opensees modelling, these examples demonstrate Tcl language features such as variables, command substitution, expression evaluation, the if-then-else control structure, the use of procedures and the source command.
 
 
=== #RCFrame Pushover ===

Latest revision as of 21:58, 13 May 2011


This next set of examples covers the nonlinear analysis of a reinforced concrete frame. We look at the gravity load analysis of the frame in the first example, a pushover analysis of this gravity frame in the second, and an earthquake analysis in the third example.

  1. Reinforced Concrete Portal Gravity Analysis
  2. Reinforced Concrete Portal Pushover Analysis
  3. Reinforced Concrete Portal Earthquake Analysis
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