Staged construction is a static modeling, analysis, and design application which enables the definition of a sequence of construction stages in which structural systems and load patterns are added or removed, and time-dependent behaviors are evaluated, including creep, shrinkage, aging (change in elastic modulus with age), and tendon relaxation. Material and geometric nonlinearity may be applied to staged construction. Further, staged construction may be part of a sequence of nonlinear static or direct-integration time-history analysis load cases. For linear load cases, the structural stiffness at a given construction stage may serve as the basis for analysis.
Staged construction is available in select program levels. Please refer to the Compare Levels page for the product you are working with. Additional details, including specifics on input parameters, are described in the CSI Analysis Reference Manual (Staged Construction, page 396).
Use CSiBridge to model a composite steel-girder bridge based on that from the LRFD Design Example, Steel Girder Superstructure Bridge (FHWA NHI-04-041).
CSiBridge
Tutorial included in the SAP2000 bridge-examples document.
SAP2000
Obtain results for individual stages of a staged-construction load case
Options and an example of how to obtain results for individual stages of a staged-construction load case.
SAP2000
Evaluate shrinkage for a one-span and a continuous two-span bridge system.
CSiBridge
Guidelines for setting up staged construction and interpreting the staged-construction results.
SAP2000
Creep application, addition of nodes to deformed configuration, and verification against manual calculations are given for the staged construction of a five-story column.
SAP2000
Staged-construction analysis of two-span precast-girder bridge
Modeling and construction stage analysis of precast-girder bridge which is simply supported for dead load and continuous for live load.
CSiBridge
Two-span girder simply-supported for DL and continuous for LL
Modeling demonstration for a two-span girder which is simply-supported for DL and continuous for LL.
SAP2000
Articles
Tutorials
Title Description Program
Test Problems
Title Description Program
Attribution
[1] Photo by State Records NSW, 1923 - Retrieved from Flikr under Creative Commons, CC BY 2.0 licensing
