| 大跨、高层结构动力弹塑性和倒塌分析(Ⅲ):SAP2MARC和MARCPOST程序开发与应用 | |
| 柳国环 ; 陆新征 ; 于秀雷 ; 孙雪艳 ; 熊耀清 ; Liu Guohuan ; Lu Xinzheng ; Yu Xiulei ; Sun Xueyan ; Xiong Yaoqing | |
| 2016-03-30 ; 2016-03-30 | |
| 关键词 | 有限元 SAP2000 MSC.MARC SAP2MARC MARCPOST 超高层 地震响应 弹塑性 finite element SAP2000 MSC.MARC SAP2MARC MARCPOST super tall building seismic response elastic-plastic TU311.3 |
| 其他题名 | Dynamic elastic-plasticity and collapse analysis for large-span and high-rise structure(Ⅲ) : development and application of program SAP2MARC and MARCPOST |
| 中文摘要 | 本文开发并实现了将有限元模型由SAP2000软件导入MSC.MARC软件中的接口程序SAP2MARC和MSC.MARC软件的可视化后处理程序MARCPOST。采用MSC.MARC子程序和UMAT程序所生成的材料数据,对某200m结构进行了大震作用下考虑应变率效应的动力弹塑性计算,并结合MARCPOST程序对结果进行提取和分析,可转换多种结构单元。; An interface program named SAP2MARC for converting from commercial software SAP2000 into software MSC. MARC and a visual post-processing program named MARCPOST for software MSC. MARC were developed. At last,the developed MSC. MARC subroutine and material data generated by the program UMAT were used to conduct seismic elasticplastic analysis for an tall building with 200m high under the rare earthquake considering the effect of strain-rate,and the MARCPOST was used to analyze computation results which can transform several types of elements. |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://ir.lib.tsinghua.edu.cn/ir/item.do?handle=123456789/148869]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 柳国环,陆新征,于秀雷,等. 大跨、高层结构动力弹塑性和倒塌分析(Ⅲ):SAP2MARC和MARCPOST程序开发与应用[J],2016, 2016. |
| APA | 柳国环.,陆新征.,于秀雷.,孙雪艳.,熊耀清.,...&Xiong Yaoqing.(2016).大跨、高层结构动力弹塑性和倒塌分析(Ⅲ):SAP2MARC和MARCPOST程序开发与应用.. |
| MLA | 柳国环,et al."大跨、高层结构动力弹塑性和倒塌分析(Ⅲ):SAP2MARC和MARCPOST程序开发与应用".(2016). |
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