CSI Bridge 26.0.0 Build 2899 Win x64

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Free Download CSI Bridge 26.0.0 (2899) | 895.3 mb
Computers and Structures, Inc. (CSI)is pleased to announce the availability ofCSiBridge 26.0.0 (2899)is specialized analysis and design software tailored for the engineering of bridge systems
Owner:Computers and Structures, Inc. (CSI)
Product Name:CSiBridge
Version:26.0.0 (2899) Advanced with Rating
Supported Architectures:x64
Website Home Page :[URL="http://www.csiamerica.com"]www.csiamerica.com[/URL]
Languages Supported:english
System Requirements:Windows *
Size:895.3 mb
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10748 An enhancement has been implemented, adding two new bridge modeler API functions DeckSection.SetTopSlabProfileData and DeckSection.GetTopSlabProfileData to set and retrieve the bridge section top slab profile data.
10757 Following enhancements have been made to the API: CSiBridge (CSiBridge1.dll) and cross- product API (CSiAPIv1.dll) libraries have been updated to target .NET Standard 2.0, increasing range of compatibility to API clients targeting .NET Standard 2.0, .NET Framework 4.6.1 to 4.8.1 and .NET (Core) 2 to .NET 8. Increased support for complex plugins where dependencies of the plugin might conflict with dependencies of CSiBridge. Better error handling for API clients calling API functions that were not implemented by the connected version of CSiBridge. The Remote API feature, used to start and/or connect to a running instance of CSiBridge on a Remote Computer, has been disabled with the release of CSiBridge v26.0.0. This functionality may be added back to the program in a future release. Please see API help file for details regarding backward and forward compatibility.
6966 An enhancement has been implemented to add bridge superstructure design according to AS 5100.5:2017 for concrete composite bridge sections, including precast concrete I-girder, U-girder, concrete box-girder and concrete Super-T bridge sections, considering both strength and service checks.
9877 The strength design of substructure (bent) columns has been added according to the Eurocode 2-2004 code. Design is performed by defining and running one or more design requests, which can specify a set of load combinations, bent columns, column stations, and other parameters to be considered. Similar columns and stations with similar reinforcement can be designed together. The cross section used to calculate capacity can be different from that used for demand, so that different section shapes, materials, and rebar layout can be quickly iterated for design. Design results are available in database tables for display, export, and reporting.
10493 An enhancement has been implemented to add bridge design and rating according to the CAN/CSA-S6-19 code. This covers concrete box girder bridges, precast concrete bridges, and steel I and U-girder bridges.
818 A new bridge deck section template, concrete voided slab, has been implemented in the bridge modeler. A bridge object with this new bridge deck section can be modeled as a spine model, area model, or solid model. Currently there is no design/rating of this new bridge section.
10651 An enhancement has been implemented in the bridge modeler to allow pile pier and shaft pier advanced foundation types to be assigned to wall-type bents.
10628 The version number has been changed to v26.0.0 for a new major release.
10770 A change was made to remove the demand sub-report from the non-staged constructability calculation report to better match the staged output. This change applies to design check calculation reports for steel I and U non-staged constructability reports for all versions of AASHTO and to steel I non-staged constructability calculation reports for all versions of the Canadian bridge design.
10807 An enhancement was made to display frame force/moment diagrams with colored contours. Mouse hover works to trace the moment value at a specific frame location.
10742 A new link property "Sumitomo Viscoelastic Damper" has been implemented to represent the behavior of high-damping rubber vibration control damper devices produced by Sumitomo Rubber Industries. The nonlinear damper behavior is a combination of elastic, plastic, and viscous damping behavior and can be enabled for any of the translational degrees of freedom independently. Information about the damper and its parameters is available in the "Sumitomo Viscoelastic Damper Link Property" technical note provided with the program.
10544 CSiBridge has been updated to support Microsoft's .NET 8. This does not affect most users directly, except perhaps by associated changes to the Application Programming Interface (API), either by explicit use of the API by the user or through the use of third-party applications or Plug-ins. API programmers should see Ticket 10757 for more information. Users experiencing problems with third-party applications or Plug-Ins should contact the supplier for an updated application or Plug-In that will work with CSiBridge v26.0.0.

CSiBridgeis specialized analysis and design software tailored for the engineering of bridge systems. Suspension, cable-stay, elevated-roadway, and other types of bridge systems may be modeled and designed to suit any one of a variety of purposes, including means for crossing water, linking points between shear terrain, or extending over highway infrastructure. Customized controls and features integrate across a powerful object-based modeling environment to offer an intuitive, practical, and productive computational tool for bridge engineering. Advanced modeling features and sophisticated analysis techniques account for dynamic effects, inelastic behavior, and geometric nonlinearity. Code-based templates streamline the engineering process from model definition through analysis, design optimization, and the generation of comprehensive output reports. CSiBridge is the premier software for bridge engineering.
Completely integrated within the CSiBridge design package is the power of theSAPFireanalysis engine, including staged construction, creep and shrinkage analysis, cable tensioning to target forces, camber and shape finding, geometric nonlinearity (P-delta and large displacements), material nonlinearity (superstructure, bearings, substructure and soil supports), buckling and static and dynamic analysis. All of these apply to a single comprehensive model. In addition, AASHTO LRFD design is included with automated load combinations, superstructure design and the latest seismic design.
CSiBridge's Watch & learns
Founded in 1975,Computers and Structures, Inc. (CSI)is recognized globally as the pioneering leader in software tools for structural and earthquake engineering. Software from CSI is used by thousands of engineering firms in over 160 countries for the design of major projects, including the Taipei 101 Tower in Taiwan, One World Trade Center in New York, the 2008 Olympics Birds Nest Stadium in Beijing and the cable-stayed Centenario Bridge over the Panama Canal. CSI's software is backed by more than three decades of research and development, making it the trusted choice of sophisticated design professionals everywhere.





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