{{Design Code

...

name = AASHTO LRFD 2007 (bridge seismic)

...

The substructure seismic-design process in the bridge modeler is documented in the Bridge Seismic Design manual. This manual, based on AASHTO specifications for LRFD bridge seismic design, describes the automated seismic-design procedure for bridges. Displacement-demand formulation is based on Article 4.8 of the AASHTO Guide Specifications for LRFD bridge seismic

...

topic = bridge

...

program = SAP2000

...

version = V14 and higher
}}

Hinges

The program creates Caltrans hinges for bridge seismic design request, but Caltrans hinges are only available for Section Designer section, regular rectangular sections or circular section. Therefore, the column section should be one of the sections for which Caltrans hinges can be generated.

Pushover Analysis

Sometimes, the pushover analysis may not get completed, because the structure is being pushed beyond its capacity and it becomes unstable, thus causing numerical problems and the analysis being terminated prior to reaching the full target displacement. Howeverdesign.

On this page:

Applicability

Design procedures implemented in the bridge modeler are applicable to reinforced-concrete columns.

Seismic design category

The seismic design category, determined through AASHTO Article 3.5, is based on the design spectral acceleration of a one-second period.

Hinges

Caltrans hinges are assigned according to the bridge-seismic-design request. Because Caltrans hinges are specific to certain types of cross section, users should ensure that column sections are rectangular, circular, or from the Section Designer.

Pushover analysis

During pushover analysis, when a structure is pushed beyond its displacement capacity, numerical problems arise due to instability. Under such conditions, analysis terminates prior to reaching target displacement. In spite of termination, the calculated pushover capacity displacements are still correct , because since they are automatically identified from the pushover curve just before the strength loss.

See Also

• List of design codes

Attachments

To Do | who = ok | comment = Upload manual for bridge seismic design request design code page.strength loss.

Pushover analysis for integral substructure

For bridge models with integral substructure, users should reconsider pushover analysis for individual bents since the integral connection between bents and superstructure will cause frame action. Users may choose to investigate pushover response for the entire bridge (including deck) along the longitudinal axis. This may be done outside the bridge modeler.

Pushover target displacement ratio

Pushover target displacement ratio generates target displacement as follows:

• Demand displacement is derived from response-spectrum analysis

• Target displacement for pushover analysis is derived as the product of demand displacement and target displacement ratio

During implementation, a pushover target displacement ratio equal to 1 pushes the structure to demand displacement. Setting this parameter equal to 2 pushes the structure to twice the demand displacement. Since pushover-curve drop indicates bent failure, users should review pushover curves to determine whether or not the structure achieves failure, and increase the target displacement ratio as necessary.

See Also

• Bridge Seismic Design manual

• Model from Bridge Seismic Design Request manual article

• Caltrans hinge article