Bridging Your Innovations to Realities

midas Civil

Bridging Your Innovations to Realities Main Features

2

Enhancements in Civil 2013

Civil 2013 GUI Enhancements to pursue the user-friendly work space

Renewal in the main menu to guide the required modeling process. Input menu is changed based on the specified load type in the Load tab. Multi-Tree Menu can be displayed so that the user can work with Work Tree and Group Tree at the same time. View Navigation tool in the model view

midas Civil

Bridging Your Innovations to Realities Main Features

3

Enhancements in Civil 2013

PSC design tab which allows easy access to PSC design related features Implementation of AASHTO LRFD 2012 Implementation of CSA-S6 2010

Camber Graph

Stress Diagram PSC Design Parameter and Report

PSC Design as per AASHTO LRFD 2012, CSA-S6 2010

midas Civil

Bridging Your Innovations to Realities Main Features

4

Enhancements in Civil 2013

Implementation of Latest AASHTO LRFD & LRFR Application of HL-93TRK and Permit Vehicles Simultaneously

Moving Load Analysis as per AASHTO LRFD 2012 & LRFR 2011

Civil 2012

Civil 2013

midas Civil

Bridging Your Innovations to Realities Main Features

5

Enhancements in Civil 2013

Moving Load Analysis as per CAN/CSA-S6-10

Addition of Permit Vehicle Addition of British Colombia Vehicle DB (BCL-625Truck, BCL-625Lane) Improvements on Dynamic Load Allowance Display Dynamic Load Allowance in Moving Load Tracer Application of Dynamic Load Allowance when “All Point” option is selected in

Moving Load Analysis Control

midas Civil

Bridging Your Innovations to Realities Main Features

6

Enhancements in Civil 2013

Addition of Mander Model for Confined Effect Addition of AASHTO-LRFD12 and CSAS6-10 Design Code

General Section Design as per AASHTO LRFD & ACI318

midas Civil

Bridging Your Innovations to Realities Main Features

7

Enhancements in Civil 2013

300 m Var. 300 m

Model with Temperatur

e Load

Model with train load (gravity

direction)

Model with train

acceleration and braking

force

Construction Stage model with all load cases

Auto-generation of multi-linear type elastic link

Longitudinal displacement of deck due to acceleration and breaking force

0

1

2

3

4

5

0 100 200 300 400

Long

itudi

nal D

isp.

(mm

)

Distance from the left abutment(m)

-4

-3

-2

-1

0

1

0 100 200 300 400

Long

itudi

nal D

isp.

Due

to d

eck

rota

tion

(mm

)

Distance from the left abutment(m)

Longitudinal displacement due to rotation

Generation of additional moving load analysis models with referring to the most critical position

Most Critical Position

Additional model

Additional model

Additional model

10 m 10 m 10 m

Auto-generation of railway analysis models (both simplified separate analysis and complete analysis models) as per International Union of Railways Code (UIC 774-3R) In complete analysis model, construction stages with different boundary conditions for each stage are generated. Auto-generation of model files for additional verifications with considering the proper boundary conditions and load cases

Rail Track Analysis Model Wizard

midas Civil

Bridging Your Innovations to Realities Main Features

8

Enhancements in Civil 2013

Takeda Hinge Model

Multi-linear hinge properties for Elastic, Kinematic, Takeda and Pivot model Hinge primary curve in the table format

Kinematic Hinge Model

Addition of Multi-Linear Kinematic and Takeda Hinge Model

midas Civil

Bridging Your Innovations to Realities Main Features

9

Enhancements in Civil 2013

Addition of “Kent & Park(1973)” model for nonlinear properties of steel Used in Moment-Curvature curve, Fiber analysis, Ductility factor calculation

Park model in Moment-Curvature Curve

midas Civil 10