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Midas Civil是用于分析和设计钢，混凝土，木材，铝和复合结构的最强大的软件。对结构的建模，分析和设计的概念有深入了解的经验丰富的工程师都非常了解这个著名的专业软件。三年的经验，加上与Midas Civil合作的工程师的建议，使它成为世界市场上使用最广泛的设计和分析软件。图形用户界面中嵌入的工具栏使您可以轻松输入建模，分析和设计所需的信息。
创建预定义结构（就绪模板）的选项使用户可以在短时间内创建自己的结构模型。通过指定每个方向上的高度，宽度，长度和开口数量，可以构建所需的模型；以上功能非常适合建模屋顶结构，桥梁和摩天大楼。Midas Civil可在其环境中容纳电子表格数据，从而轻松创建具有复杂几何形状的结构。这对于建模复杂结构（例如桥梁，冷却塔，压力容器甚至两栖火车）非常有用。

MIDAS IT is announcing the enhancements to the latest release of midas Civil 2022 (v.1.2) for structural engineering with emphasis on modeling, analysis, and design of bridges.

Enhancements in midas Civil 2022 (v1.2) - Release Date : Jan. 04, 2022

Enhancements in Civil 2022 (v1.2)
- UK CS 454 Bridge Assessment for Steel Composite Girder with Longitudinal Stiffeners
- Add New Type of Elastic Link: Rail Track Interaction Type
Enhancements in Civil 2022 (v1.1)
- UK CS 454 Bridge Assessment for Steel Composite Girder
- UK High-Speed Train Loads Database for Train Load Generator
- Train Load Generator Time Forcing Function Improvement
- AS 5100.5:17 Update for midas GSD
- Italy NTC 2018 RS function
- Auto-generation of Beam Section Temperature Loads (AASHTO, Eurocode, Australia)
- Load Rating LRFR 2019 Update to AASHTO MBE 3rd edition
- Traffic Load AK, N11 Update to Russia Standard
- Longitudinal Stiffener Input Measured from Bottom of Steel Composite Girder
Midas Civil软件的功能：

-在光谱分析过程中确定结构反应的代数符号
-非常强大的图形
-最佳缩放比例
-根据验收标准确定结构性能
-能够将MIDAS / GEN分析结果传输到MIDAS / SDS软件
-确定梁，柱和剪力墙构件的能力基于FEMA代码
-基于电子表格格式的大量结果
-基于电阻和类间相对重
定位的钢结构优化-MIDAS / FX +对MIDAS / CIVIL和MIDAS / GEN的建模能力
- 提供有关金属构件设计的非常详细的细节，混凝土，砚和基础
-自动风载荷，所述齐拉和重力荷

Civil 2022 (v1.2) Release Notes

UK CS 454 Bridge Assessment for Steel Composite Girder with Longitudinal Stiffeners
- Steel composite girders with longitudinal stiffeners on the flange/web are now supported for the bridge assessment to UK CS 454.
- In Civil 2022 (v1.1), the assessment could only be performed for the beams without longitudinal stiffeners.

UK CS 454 Bridge Assessment for Steel Composite Girder with Longitudinal Stiffeners
- The table results are provided separately for the beams with longitudinal stiffeners.
- Reserve factors, SLS checks,and longitudinal shear checks are provided separately on the result tables for flanges/webs with longitudinal stiffeners.

UK CS 454 Bridge Assessment for Steel Composite Girder with Longitudinal Stiffeners
- The calculation procedure is provided in excel format.
- The excel report shows different contents depending on longitudinal stiffeners on a flange/web.

Add New Type of Elastic Link: Rail Track Interaction Type
- This new function enables the user to modify the hysteretic behavior of the multi-linearlinks generated by the Rail Track Analysis Model wizard.
- The Rail Track Interaction Type Link will be generated by the wizard for the ‘Complete Analysis Model’type.

Add New Type of Elastic Link: Rail Track Interaction Type

Bug fix list found in Civil 2022 (v1.1)

- Tendon Primary and Secondary, Creep/Shrinkage secondary load caseswere not visible in the Load Combination dialog boxwhen the Construction Stage Analysis ControlDatawas not defined.
- [RC Design to AASHTO LRFD 17] 1D Plate Column Check was not performed. This was happening only with AASHTO LRFD 17.
- [Steel Composite Girder Rating to AASHTO-LRFR 19]In the Steel Bridge Load Rating Parameters dialog box, clicking OK gave inconsistent error messages.
- [Steel Composite Girder Design to AASHTO-LRFD 17] The values of the plate buckling coefficient, k, for the uniform normalstress were different between the detailed calculation sheet for an element and the longitudinal stiffeners sheet.
- [PSC rating to AASHTO LRFD] The rating factor was incorrect for the negative moment when the signs of the moments for dead load and live load were different.
- [PSC design to AASHTO LRFD]
. The shear strength resisted by the concrete, Vc, was incorrect.The design report showed zero for Vc, although all values for calculating Vc were not zero.
. The principal stresses were verified using all the load combinations for serviceability, although only the Service III load combination should be used.
- [Moving Load Analysis to AS] The results from the beam forces/moments and the moving load tracer were different for theuser-defined vehicle.
- [PSC Girder Design to AS 5100] PSC design result tables showed different outputs compared to the selected item. When the userselected the flexural strength resultin tables,the table for compressive stress got opened up.
- [Moving Load Analysis to BS] Pedestrian loads were scaled down by 1000 when converted to a static load case from the moving load tracer
系统要求
Product: Midas CivilVersion: 2022 version 1.2 (build 01/03/2022)
Supported Architectures: x64
Website Home Page : www.midasoft.com
Languages Supported: english
System Requirements: PC *
Size: 916.5 mb

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