繁体
当前位置:好好行业软件网软件中心行业软件建筑工程

CSI.SAP2000.v19.0.0.1294.Win32_64 2CD

软件语言:英文
软件类型:国外软件 - 行业软件 - 建筑工程
授权方式:完全解密版
联系邮件:buysoftware@qq.com
推荐星级:
更新时间:2017-03-16 09:06:20
联系方式:QQ 1140988741
图片预览: 没有预览图片     【一键转帖到论坛】
购买方式:
友情提示:此软件已经过专业人员测试,完整好用
相关Tags:
下载统计:载入数据...
  • 好的评价 如果您觉得此软件好,就请您
      100%(1)
  • 差的评价 如果您觉得此软件差,就请您
      0%(0)

软件简介

  CSI.SAP2000.v19.0.0.1294.Win32_64 2CD 
     自从三十前SAP诞生以来,它已经成为最新分析方法的代名词。SAP2000保持了原有产品的传统,具有完善、直观和灵活的界面,为在交通运输、工业、公共事业、体育和其他领域工作的工程师提供无出其右的分析引擎和设计工具。 
SAP2000 – V14 – Features & Enhancements List 
Computers & Structures, Inc. is proud to announce the release of SAP2000 V14. The innovative enhancements in this version are categorized below. This fully integrated product for the modeling, analysis and design of structures continues to be available in three levels: Basic, Plus and Advanced. 
Nonlinear and Pushover  
• A nonlinear, layered shell element using a directional material model has been added for   pushover analysis of shear-wall structures and similar applications. A Quick-Start option is   provided for easy modeling of reinforced concrete sections.   • Plot functions have been added for shell layer stresses. • Frame hinges for Section Designer sections “To be Designed” have been enhanced to use the   designed amount of rebar when available. • Section Designer has been enhanced for the display of fiber-model PMM surface. • The default material properties for concrete have been modified to improve   convergence behavior. • The tangent stiffness used for the iteration of fiber hinges and multi-linear links has been   changed to improve convergence.    
Dynamics  
• Material-based damping is now available for linear and nonlinear direct-integration   time-history analysis. • Material-based damping is now available for steady-state and PSD analysis. • Stiffness-proportional damping now uses initial stiffness instead of tangent stiffness to   improve the consistency of results and convergence behavior. • The rigid-response calculation in response-spectrum analysis has been enhanced for NRC   and general use. • Base reactions for response-spectrum and modal time-history analysis have been improved   for springs and grounded link supports to better capture missing-mass effects. • Base reactions no longer include constraint forces at restraints, for consistency.   
Bridge Modeling and Design  
• AASHTO LRFD 2007 superstructure design for precast concrete composite sections has   been implemented. Checks include: stress, flexure, and shear (using MCFT).    • Fully automated bridge design check per AASHTO Guide Specifications for LRFD   Seismic Bridge Design 2009 has been implemented, including pushover analysis   when required. • Automated handling of secondary prestress force has been implemented for the AASHTO   LRFD 2007 superstructure flexural design check for prestressed concrete box girder sections. • The AASTHO/USGS 2007 response-spectrum function has been added. • Variable girder spacing along the length of the bridge superstructure is now available. • Variable reference-point location along the length of the bridge superstructure is   now available. • Alignment of shell local axes in generated bridge models has been enhanced. • The longitudinal discretization of bridge models is now more uniform in complex models. • Tendons modeled as elements now allow elastic, creep, shrinkage, and steel-relaxation   losses to be directly specified. • The displacements for constrained joints in staged construction are no longer updated for   deflection until they are actually added to the model.   
New Design Code Related Enhancements  
• Eurocode-2 2004 concrete frame design added, without seismic provisions. • Eurocode-3 2005 steel frame design added, without seismic provisions. • Australian concrete frame design per code AS 3600-2001 added, including   seismic provisions. • Multiple enhancements made for Indian concrete frame design per code IS 456-2000. • Multiple enhancements made for Chinese 2002 concrete frame design. • Multiple enhancements made for Chinese 2002 steel frame design. • Auto-lateral loads added for Eurocode: Wind, Seismic, and Response-spectrum. • Auto-lateral loads added for Australia: Seismic and Response-spectrum. • Auto-lateral loads added for New Zealand: Seismic and Response-spectrum. • Other Enhancements to the Graphical User Interface (GUI) Multiple enhancements have been   made to the graphical display for clarity and speed. • Multi-stepped static analysis of Bridge Live loads acting on frame elements is now available in   Plus/Advanced levels without the Bridge license for modeling crane loads, footfall, etc. • Single-stage construction cases starting from zero are now available in Plus/Advanced levels   without the Staged-construction license for modeling separate gravity and lateral   configurations, different support conditions, etc. • The import of StruCAD*3D data files is now available. • New and updated API functions have been implemented.     
Minimum and Recommended System Requirements  • Processor: Minimum: Intel Pentium 4 or AMD Athlon 64. Recommended: Intel Core 2 Duo,   AMD Athlon 64 X2, or better (see notes 1 and 2 below) • Operating System: Microsoft® Windows XP with Service Pack 2 or Microsoft® Windows    Vista, 32- and 64-bit versions. (see notes 3 and 4 below) • Memory: Minimum: 1 GB for XP O/S, 2 GB for Vista O/S. Recommended: 2 to 4 GB for   32-bit O/S, 4 GB or more for 64-bit O/S. (see note 5 below) • Disk Space: 6 GB to install the program, additional space required for running and   storing model files and analysis results. • Video Card: Supporting 1024 by 768 resolution and 16 bits colors. Recommended: discrete   video card with ATI / NVIDIA GPU & dedicated graphics RAM. (see note 6 below)  
Notes:  
1) To be able to take advantage of the features of the newer CPU's, SAP2000 V14 will     not run on some of the older CPU's from Intel and AMD. A CPU that has SSE2 support     is now required. 
2) SAPfire® Analytical Engine now includes a multi-threaded solver that can take     advantage of the newer multi-core CPUs. 
3) Support for Microsoft® Windows 2000 and Microsoft® Windows NT has been discontinued.     Microsoft® Windows XP without Service Pack 2 may cause unexpected problems     when running SAP2000 V14. 
4) With a 64 bit operating system, SAPfire® Analytical Engine can utilize more than 4 GB of     RAM, making it possible to more efficiently solve larger problems. 
5) The problem size that can be solved & the solution speed increases considerably with more     RAM. Vista requires more RAM than XP for the operating system itself. 
6) OpenGL graphics mode fully utilizes the hardware acceleration provided by a GPU &     dedicated graphics RAM.  
    在SAP2000三维图形环境中提供了多种建模、分析和设计选项,且完全在一个集成的图形界面内实现。在今天的市场上SAP2000已经被证实是最具集成化、高效率和实用的通用结构软件。 
    在这个直观的界面里,你不需要进行长时间的学习,就可以很快地设计出直观的结构模型。您能够驾驭SAP2000去完成所有的分析与设计工作,包括日常碰到的小问题,利用内建强大的模板可以完成复杂的建模和网格划分。 
    先进的分析技术提供了:逐步大变形分析、多重P-Delta效应、特征向量和Ritz向量分析、索分析、单拉和单压分析、Buckling屈曲分析、爆炸分析、针对阻尼器、基础隔震和支座塑性的快速非线性分析、用能量方法进行侧移控制和分段施工分析等。 
    桥梁设计者可以用SAP2000的桥梁模板建立桥梁模型,自动进行桥梁活荷载的分析和设计,进行桥梁基础隔震和桥梁施工顺序分析,进行大变形悬索桥分析和Pushover推覆分析。 
    每个人都可以使用SAP2000! 每个项目都可以采用SAP2000!从简单的二维框架静力分析到复杂的三维非线性动力分析,SAP2000能为所有结构分析和设计提供解决方案。         

购买方式


软件评论评论内容只代表网友观点,与本站立场无关!

   评论摘要(共 0 条,得分 0 分,平均 0 分) 查看完整评论

下载说明

* 为了达到最快的下载速度,推荐使用网际快车迅雷下载本站软件。
* 请一定升级到最新版WinRAR3.80才能正常解压本站提供的软件!
* 如果您发现下载链接错误,请点击报告错误谢谢!
* 站内提供的所有软件包含破解及注册码均是由网上搜集,若侵犯了你的版权利益,敬请来信通知我们!
关于本站 - 网站帮助 - 广告合作 - - 友情连接- 网站地图
Copyright © 2003-2008 HaoCax.COM. All Rights Reserved .
页面执行时间:906.25000 毫秒
在线客服系统