折减选择、振型个数（Reduction selection and mode number）.docVIP

下载本文档

1
0
约7.85千字
约 7页
2017-08-02 发布于河南
举报
版权申诉

折减选择、振型个数（Reduction selection and mode number）.doc

1、有哪些信誉好的足球投注网站（book118）网站文档一经付费（服务费），不意味着购买了该文档的版权，仅供个人/单位学习、研究之用，不得用于商业用途，未经授权，严禁复制、发行、汇编、翻译或者网络传播等，侵权必究。。
2、本站所有内容均由合作方或网友上传，本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺！文档内容仅供研究参考，付费前请自行鉴别。如您付费，意味着您自己接受本站规则且自行承担风险，本站不退款、不进行额外附加服务；查看《如何避免下载的几个坑》。如果您已付费下载过本站文档，您可以点击这里二次下载。
3、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等，请点击“版权申诉”（推荐），也可以打举报电话：400-050-0827(电话支持时间：9:00-18:30)。
4、该文档为VIP文档，如果想要下载，成为VIP会员后，下载免费。
5、成为VIP后，下载本文档将扣除1次下载权益。下载后，不支持退款、换文档。如有疑问请联系我们。
6、成为VIP后，您将拥有八大权益，权益包括：VIP文档下载权益、阅读免打扰、文档格式转换、高级专利检索、专属身份标志、高级客服、多端互通、版权登记。
7、VIP文档为合作方或网友上传，每下载1次，网站将根据用户上传文档的质量评分、类型等，对文档贡献者给予高额补贴、流量扶持。如果你也想贡献VIP文档。上传文档

折减选择、振型个数（Reduction selection and mode number） Condition: 1. set the live load allowance in the PMCAD menu, and the load transmitted to the beam is reduced and the load on the wall is not reduced (2010 edition, PMCAD manual, p74). The live load reduction in 2.satwe provides only the options for column walls and foundations. 3. load gauge bar 4.1.2. Live load input 4. upper structure in the program according to the standard of floor reduction coefficient of load transfer to the foundation did not affect the value, if we consider the load reduction by floor should be considered in the JCCAD program (the 2010 edition of the jccad manual P37). Suppose: A, if the selection is reduced in PMCAD, the SATWE does not select, then the beam design meets the requirements of the standard 4.1.2-1 strong bar, and the wall column foundation does not meet the requirements of the 4.1.2-2 strong bar. 4.1.2-1, if the selection is not reduced in PMCAD, the design of the beam does not meet the requirements of SATWE, and the wall column foundation meets the requirements of 4.1.2-2 strong bar B. C, if the selection is reduced in PMCAD, the SATWE is also chosen to be reduced, the beam wall design meets the requirements, and the column live load is reduced by two times (2010 edition, PMCAD manual, p74). Results: the calculation of a wall column is too large, and the standard value of conduction to the foundation will be reduced. Select the B beam to calculate too large. The choice of C column is too small and the calculation is too small. Recommendation: do not choose to discount in pacad, select discount in SATWE, violate strong strip 4.1.2-1, but secure The live load passed to the foundation in SATWE, the allowance and the non reduction option do not affect the foundation design ************************************************************************************************************************** Seismic code specification 5.2.2: the number of vibration modes can generally take vibration