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Load case
Page Information
Title:
Load case
Author:
Ondrej
Mar 31, 2010
Last Changed by:
Jessica Napier
Mar 31, 2014
Tiny Link:
(useful for email)
https://wiki.csiamerica.com/x/kZoa
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CSiBridge (1)
Page:
Initial cable forces for a cable-stayed bridge
Test Problems (8)
Page:
Hinge response when yield point changes
Page:
Acceleration loading
Page:
Load case
Page:
Staged construction of a five-story column
Page:
Interpreting buckling analysis results for different initial conditions
Page:
Bridge shrinkage example
Page:
Line and area springs
Page:
Human-induced vibrations
Technical Knowledge Base (73)
Page:
Load case FAQ
Page:
Foundation uplift
Page:
Reporting FAQ
Page:
Envelope multiple load-case results
Page:
Tension and compression limits tips
Page:
Damping in response-spectrum analysis
Page:
Generating response-spectrum curves
Page:
Time dependent properties
Page:
Program usage FAQ
Page:
Power-spectral-density FAQ
Page:
Periodic time-history analysis for two applied loads with different frequencies
Page:
Damping
Page:
P-Delta FAQ and troubleshooting
Page:
Prestressed bridge flexural design check (AASHTO LRFD 2007)
Page:
Cable-stayed bridge FAQ
Home page:
Home
Page:
Deflected configuration
Page:
Staged-construction operations
Page:
Time-history analysis FAQ
Page:
Creep implementation
Page:
Program usage
Page:
AISC Direct Analysis Method
Page:
Design FAQ
Page:
Soil-structure interaction
Page:
Eigenvalue vs. Nonlinear buckling analysis
Page:
Time function
Page:
Reducible live load
Page:
Nonlinear moving-load analysis
Page:
Staged-construction stages and output steps
Page:
Bridge modeler FAQ
Page:
Self-weight multiplier
Page:
Nonlinear buckling
Page:
Load combination
Page:
Suspension bridge
Page:
Ball-bearing systems
Page:
Cyclic pushover analysis
Page:
How to include P-Delta effect in analysis
Page:
Notional-load assignment to load combinations
Page:
Vertical cables
Page:
Archiving analysis models
Page:
Extracting creep, shrinkage, secondary prestress effects and other load effects from staged-construction results
Page:
Response-spectrum analysis FAQ
Page:
Camber
Page:
Link
Page:
Damping of stiff elements with inelastic softening
Page:
Range-add load combination
Page:
Buckling
Page:
Beams on an elastic foundation
Page:
Progressive collapse analysis
Page:
Initial conditions for free vibration
Page:
Pile lateral support based on P-y curves
Page:
Acceleration FAQ
Page:
Buckling FAQ
Page:
Damping FAQ
Page:
Cable FAQ
Page:
Shrinkage FAQ
Page:
Nonlinear viscous damping
Page:
Losses computed for tendons modeled as elements
Page:
Lane
Page:
Using modal analysis to troubleshoot convergence failure
Page:
FNA application process
Page:
Staged-construction tips
Page:
Moving-load analysis FAQ
Page:
Load combination FAQ
Page:
Manual multi-support excitation
Page:
Accidental eccentricity for Response Spectrum Analysis
Page:
Staged construction
Page:
Staged construction FAQ
Page:
Target force
Page:
External Results load case
Page:
Modeling cracked-section properties
Page:
Load pattern
Page:
Cable geometry and tension
ETABS (13)
Page:
Tension-only elements in ETABS
Page:
Global force balance relative error
Page:
Mass FAQ
Page:
Amplify accidental torsional eccentricity per IS 1893
Page:
P-Delta analysis parameters
Page:
Torsional Irregularities check for Response Spectrum Analysis (RSA)
Home page:
Home
Page:
Floor vibration due to human footfalls
Page:
Diaphragm forces using Section Cuts
Page:
Scale factor in RSA
Page:
Center of rigidity
Page:
Amplified displacement
Page:
Moving load
SAP2000 (1)
Page:
Export SAP2000 to SAFE
SAFE (5)
Page:
Import response-spectrum load case from ETABS into SAFE
Page:
Modeling uplift and foundations on soil supports
Page:
Cracked-section analysis
Page:
Soil pressure
Page:
Auto pattern live
Tutorials (14)
Page:
Pushover analysis first steps
Page:
Obtain results for individual stages of a staged-construction load case
Page:
Step-by-step moving-load analysis first steps (CSiBridge)
Page:
Hinge first steps (SAP2000)
Page:
Influence-based moving-load analysis first steps (CSiBridge)
Page:
Step-by-step moving-load analysis first steps (SAP2000)
Page:
Time-history analysis first steps
Page:
Create and copy load combinations
Page:
Influence-based moving-load analysis first steps (SAP2000)
Page:
Vibrating-machinery steel skid on piles
Page:
Acceleration load in arbitrary direction
Page:
Tuned-mass damper
Page:
Hinge first steps (CSiBridge)
Page:
Applying point, line, and area loads to bridge objects
Hierarchy
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Children (2)
Page:
External Results load case
Page:
Load case FAQ
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Global Labels (2)
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Recent Changes
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Editor
Mar 31, 2014 18:25
Jessica Napier
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Migrated to Confluence 5.3
Mar 31, 2014 18:25
Jessica Napier
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Oct 04, 2012 16:36
Mike Abell
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Migrated to Confluence 4.0
Oct 04, 2012 16:36
Mike Abell
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Oct 04, 2012 16:35
Mike Abell
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Outgoing Links
Technical Knowledge Base (7)
Page:
Comparison between FNA and direct-integration time-history analyses
Page:
Modal analysis
Page:
Buckling
Page:
Load pattern
Page:
Response-spectrum analysis
Page:
Nonlinear
Page:
Load combination
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