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免费版本2018-01-05
ETABS TO PERFORM-3D
Author: dinochen1983
Time: 2023-12-31
[小记]ETE2018是由陈学伟(DINO)与李明(LI MING)开发的集成程序,它可以完成结构概念设计
优化设计、模型转换、快速建模,快速验算与结构总信息统计的小程序,在设计的基础上开发,不是纯学术研究
满足工程人员对设计的极致要求。由于程序太巨大量,学习操作的教程会慢慢在DINOCHEN.COM上发布
有兴趣的工程师可以下载试用,我们定期会在微信公众号平台公布程序的最新进展
我们的微信公众号是 DINOSTRU , 或扫码关注, 微信的更新是永远最快的。
ETE2018
Author: dinochen1983
Time: 2023-12-27
ETABS to ABAQUS 内置于 ETE2018
ETABS to ABAQUS
Author: dinochen1983
Time: 2023-12-09

[论文]Research on Deformation Limit State of RCW

整理旧论文,英文论文,在广州的结构会议上发表,后转发表被SCI收录,是关于我的博士论文,关于剪力墙变形性能指标研究的一篇文章。内容为博士论文的5,6章。提供给大家下载,另外一篇是我以前的团队(华南理工大学高层所,韩小雷老师的团队)做的第一批结构弹塑性分析方法的总结,采用PERFORM-3D来做的,总结了一些方法发表在EASEC-12的高 层会议上,EASEC-12,为第十二届东亚-太平洋地区结构工程与施工学术会议,当年刚好在香港会展举办,刚好我在WSP实习,于是发表了,EI收录。

Research on Deformation Limit State of Reinforced Concrete Shear-Walls
点击下载此文件: Research on Deformation Limit State of Reinforced Concrete Shear-Walls

【作者】 韩小雷,陈学伟,孙思为



The limit state of shear-walls deformation is the key factor to performance-based seismic design of RC
shear-wall structures. A structural nonlinear analysis program named MESAP (Macro Element based Structural
Analysis Program), is developed by object-oriented technology to simulate the nonlinear behavior of
shear-walls which are designed according to Chinese codes. In the MESAP, two types of elements MVLE
(multiple-vertical-line-element) and MCFT (modified compression-field theory) are proposed. Several shear-wallcomponent-
experiments were used to verify the rationality and reliability of two nonlinear finite element models.
In considering of different reinforcement ratios, axial force level and section dimensions, series models of high
and low RC shear-walls are used to obtain the deformation limit state of different earthquake levels. Moreover
the calculation approach of the deformation limit state of shear-walls of frequent, medium and rare earthquake
level are presented, which can be applied to evaluate the plastic deformation of shear-walls of RC building under
different earthquake level.

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Fiber Element Based Elastic-Plastic Analysis Procedure and Engineering Application

【作者】 陈学伟,韩小雷,罗凡,吴爽

点击下载此文件: Fiber Element Based Elastic-Plastic Analysis Procedure and Engineering Application

Elastic-plastic time history analysis of super high-rise building is accomplished by the program PERFORM-3D to
evaluate the global response and component deformation of structure based on fiber element theory. Direct modeling
of a tall building in PERFORM-3D is complicated; hence a pre-process program ETP is established for a more
effective and accurate modeling. Analysis improves that fiber element-based nonlinear analysis of the overall
structure reveals the macro properties of the structure as well as the force-deformation relationship for the component
and stress-strain relationship for the fiber in the micro scope. Finally, the global response, component deformation
and energy dissipation of the complicated tall building designed by the current codes subjected to severe ground
motions are studied in one engineering practices.






[本日志由 dinochen1983 于 2013-12-28 06:29 PM 编辑]
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