Csi Bridge V15
An option has been added to control the limiting negative stiffness ratio for frame hinges. Enhanced modeling of steel cross frame geometry is now available. Distances are now measured along each individual girder.
The ribbon style has been updated to be similar to current Microsoft applications. Detailed tables showing all results and intermediate values are available for display, printing, cdma modem unlock software and export to Excel or Access. Layered shell definitions. There is not Kegen in the folder for installation. Stage construction of segmental bridge.
Output and Display Contour plots now available for frame deflections and axial stresses. Advanced applied load options now available for multi-step static load cases. Convergence behavior of the friction-pendulum and triple-pendulum isolator link elements has been enhanced. Chinese bridge load combinations updated with Fundamental, Frequent and Quasi-permanent combinations.
Chinese vehicle library updated. Girder-only section cuts implemented for steel I-girder bridge sections to capture changes in girder sections, staggered diaphragms, and splice locations in individual girders.
Scale factors are now available for time-dependent creep, shrinkage, and stiffness of concrete, as well as relaxation of tendons. Previously only the effect of the concrete and tendons were included in these checks. Automated prestress tendon generation based on tendon layouts defined in precast I-girder frame section properties.
Nonprismatic U-girder bridge with cutaway to show horizontal bracing. Link Properties New link property for high-damping rubber isolator bearings. The effect of mild reinforcing is included as well as the prestress tendons. Tendon anchors and ducts layout.
Find out some trending tips in construction industry. Load optimization feature to determine the optimal loading scale factors to achieve goals and limits on displacement and force response throughout the structure. Measurements On-screen measuring tools available for measuring length, area, and angles. Guide Structure operation for locating added members during staged construction analysis.
DirectX graphics is now the default. Event-to-event solution strategy implemented as an option for nonlinear direct-integration time-history analysis. Nonlinear static load cases now allow multiple controlled displacements for better convergence behavior.
Increase in speed of moving load analyses for calculating vehicle response for frame objects and join reactions. Properties are segregated by region and by code-standard within these files as well as when using the materials in the graphical user interface. Vehicle horizontal loading definition.
Leave a Reply Cancel reply Your email address will not be published. Once selected, the previous program-generated linked model will be cleared and cleaned first and a new linked model created. Several edit menu forms enhanced to allow them to remain open for repetitive use with an apply button.
The software creates spine, shell or solid object models that update automatically as the bridge definition parameters are changed. Vietnamese Material Libraries Vietnamese concrete and rebar material libraries now available. Lanes and vehicles can be defined quickly and include width effects. Modal Damping Additional modal damping in linear and nonlinear direct integration time history load cases. The effect of reinforcement for the slab of steel-girder composite sections was already being considered.
CSiBridge 2017 v19.2.0 (x86/x64) Free Download
Database formatting data is corrupt and has been refilled by the program. Bridge Modeler Define bents without cap-beams for use with concrete box-girder bridges. Computer and Structures Inc. Composite and non-composite behavior can both be considered, with or without using staged-construction analysis.
Color displacement contours of multi-span bridge. Concrete section with prestress tendons. Simple and practical Gantt charts are available to simulate modeling of construction sequences and scheduling. Output and Display Superstructure displacements for the entire section along the layout line and for individual girders or webs along their individual lines. This device is a linear spring in series with a dashpot whose force-velocity relationship exhibits bilinear viscous behavior, typical of certain oil dampers having a relief valve.
User specified diaphragm depths can now be specified for precast I-girder and concrete tee bridges. Modeling Segmental bridge template and wizard for quick definition of spans and segments as well as tendon layout. Additional frame and shell non-bridge templates added. Displacement Control Nonlinear static load cases now allow multiple controlled displacements for better convergence behavior.
Steel cross diaphragms are now available for precast I-girder bridges. Automated wind load on superstructure, substructure, and live load have been added. Floating forms for multiple use. Computers and Structures Inc.
Increased speed of moving load analysis by parallelization. The transverse position of vehicle lanes has been automated for influence-based moving load analysis using floating lane sets. Cantilever tendon definition and layout. New cable-stayed bridge template added. Simulation of concrete pour operation for the top slab during staged construction of composite bridges.
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