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超限高层建筑结构常见问题解答与设计实战——PKPM、YJK、MIDAS软件应用
$41.43
本书较为实用,结合PKPM、YJK、MIDAS软件应用来解答,是您设计应用的好帮手。含有超限设计案例一份。
本书主要解答一些超限建筑结构常见问题,并结合常用软件PKPM、YJK、MIDAS等,通过实例来讲述超限建筑结构的设计思路和流程。主要包括以下内容:超限设计思路,超限设计的判别及设计针对措施,超限性能设计,超限性能设计针对措施实例,超限小震弹性分析(反应谱法及时程分析方法),超限大震弹塑性分析,超限专项分析,并含超限高层结构实操案例一项(发邮件获取)。 本书可供从事建筑结构设计的结构工程师及高等院校相关专业学生参考使用。
鞠小奇,中国建筑西南设计研究院,高级工程师,全国一级注册结构工程师,高级工程师,曾担任沈阳华夏建筑设计院总工程师,擅长于混凝土结构设计、钢结构设计、加固设计、装配式设计等,设计过的项目主要有:大连金色港湾1#-9#高层住宅、法库航展表演飞机库、沈阳恒大名都2#,3#,4#,56#-65#、恒大江湾7#,11#、营口恒大江湾24、恒大会所和运动中心、辽阳恒大绿洲2#,3#、乌海恒大绿洲1#-12#及车库、龙湖紫都城7#,8#,富邦2#、沈阳华润凯旋门17#,18#楼、沈阳金地长青湾1#-9#洋房及地下车库、沈阳金地长青湾16#-20#高层住宅、辽宁大金主厂房、辽宁广厦主厂房、辽宁龙士达主厂房等。
第1章超限设计思路0011.1超限设计包含哪些内容?/0011.2超限设计中“不变”的内容有哪些?/0021.3如何理解超限设计的简易性?/0031.4运用MIDAS进行超限分析基本流程是什么?/0031.5线弹性时程分析的步骤是怎样的?/0051.6静力弹塑性时程分析的步骤是怎样的?/0061.7超限设计有哪些要求?/0061.8完成小、中、大震的计算后如何进行包络设计?/007第2章超限设计的判别及设计针对措施0182.1如何对高度超限进行判别?/0182.2高度超限时应注意哪些问题?/0192.3如何对规则性超限进行判别?/0192.4规则性超限设计时应采取哪些针对措施?/0252.5如何对结构类型超限进行判别?/033第3章超限性能设计0343.1在实际设计中应如何确定房屋结构的设计性能?/0343.2一般哪些构件属于关键构件?/0343.3规范对结构抗震性能目标有哪些规定?/0343.4中震、大震作用下的性能设计有哪些规定?/0353.5工程实例中是如何设置性能目标的?/036第4章超限性能设计针对措施实例0394.1如何理解超限性能设计针对措施?/0394.2具体工程中如何采取结构超限应对措施?/039第5章超限小震弹性分析(反应谱法及时程分析方法)0425.1YJK的设计思维与逻辑关系是什么?/0425.2小震弹性分析(反应谱法)参数如何设置?/0425.3如何进行特殊构件设置?/0915.4YJK如何计算分析?/0945.5结构计算步骤及控制点是什么?/0945.6模型如何分析及调整?/0955.7如何解决超筋?/1105.8超限小震弹性时程分析的软件操作过程是什么(以YJK为例)?/1115.9超限小震弹性时程分析的软件操作过程是什么(以PKPM为例)?/1145.10YJK如何根据时程分析结果进行小震内力调整?/1185.11如何选择地震波?/1185.12如何进行小震动力弹性时程分析(以MIDAS Gen为例)?/119第6章超限大震弹塑性分析1266.1如何进行Pushover 分析(以MIDAS Gen为例)?/1266.2如何进行动力弹塑性时程分析(以MIDAS Gen为例)?/1326.3如何进行静力弹塑性时程分析(以MIDAS Building为例)?/1336.4如何进行动力弹塑性时程分析(以MIDAS Building为例)?/1376.5如何进行动力弹塑性时程分析(以PKPM为例)?/1386.6如何进行静力推覆分析(以PKPM为例)?/1406.7如何进行动力弹塑性时程分析(以YJK为例)?/1416.8如何进行静力推覆分析(以YJK为例)?/145第7章超限专项分析1477.1如何进行中震弹性分析(以PKPM为例)?/1477.2如何进行中震弹性分析(以YJK为例)?/1517.3如何进行中震不屈服分析(以PKPM为例)?/1567.4如何进行中震不屈服分析(以YJK为例)?/1577.5如何进行大震不屈服分析(以PKPM为例)?/1597.6如何进行大震不屈服分析(以YJK为例)?/1597.7如何对楼板进行温度应力分析(以YJK为例)?/1597.8如何进行剪力墙中震受拉分析(以PKPM为例)?/1647.9如何进行剪力墙中震受拉分析(以YJK为例)?/1657.10如何进行大震抗剪分析(以YJK为例)?/1657.11如何进行楼板舒适度分析(以YJK为例)?/166第8章超限高层结构实操案例1718.1概述/1718.2荷载/1718.3计算软件与分析方法/1758.4结构超限检查、抗震性能目标/1758.5结构抗震性能目标/1768.6针对超限内容的措施/1778.7针对超限的抗震构造加强措施/1778.8根据中震分析结果的构造加强措施/1778.9根据大震动力弹塑性分析结果的构造加强措施/1788.10结论/178参考文献179
超限建筑是指超过规范要求限制的建筑,如高度超高、跨度大、体型复杂、结构异常等规范和规程没有包含的建筑。近年来,随着经济、文化的快速发展,超限建筑越来越多。早在2002年建设部发布了《超限高层建筑工程抗震设防管理规定》,明确了在各省、自治区、直辖市对此类工程管理,并应由相应省级建设行政主管部门负责,若要在抗震设防区内进行超限高层建筑工程建设,建设单位应在初步设计阶段向当地省级建设行政主管部门提出专项报告。由此可见,超限建筑设计是非常重要的,需要对个体进行特殊设计。对于刚接触超限建筑结构设计的读者来讲,如何建立基本的超限结构概念,了解超限设计背后的本质,并能够上机操作,完成超限设计工作,是非常迫切的。掌握超限设计的思路及流程需要了解超限设计的基本理论及规范规定,同时还需要丰富的设计经验。本书通过对基本理论、规范规定、实际工程与软件操作的介绍,通过问答的形式,可使超限高层结构设计的入门者建立起基本概念,能进行基本的超限分析判断,并能够通过PKPM、YJK、MIDAS Gen与MIDAS Building等软件完成超限设计工作。全书通过八个部分:超限设计思路、超限设计的判别及设计针对措施、超限性能设计、超限性能设计针对措施实例、超限小震弹性分析(反应谱法及时程分析方法)、超限大震弹塑性分析、超限专项分析、超限高层结构实操案例,循序渐进地介绍。为使读者系统了解超限建筑送审要求,本书还配套超限高层建筑抗震设防审查送审文件,可发邮件至cxgccip @163.com获取。本书全文由鞠小奇、罗强及庄伟编写,在书的编写过程中参考了大量的书籍、文献,同时得到了北京市建筑设计研究院戴夫聪,华阳国际设计集团(长沙)田伟、吴应昊,中机国际有限公司(原机械工业第八设计研究院)罗炳贵、廖平平、吴建高,中国轻工业长沙工程有限公司张露、余宽,湖南省建筑设计研究院黄子瑜,广东博意建筑设计院长沙分公司黄喜新,湖南方圆建筑工程设计有限公司姜亚鹏、陈荔枝,北京清城华筑建筑设计研究院徐珂,香港邵贤伟建筑结构事务所顾问唐习龙,中科院建筑设计研究院有限公司(上海)鲁钟富,淄博格匠设计顾问公司徐传亮,广州容柏生建筑结构设计事务所、广州老庄结构院邓孝祥的帮助和鼓励,同行邬亮、余宏、李恒通、苗峰、庄波、廖平平、刘强、谢杰光、张露、彭汶、李子运、李佳瑶、姚松学、文艾、谢东江、郭枫、李伟、邱杰、杨志、苏霞、谭细生等参与了全书内容的收集、编写及图片绘制,在此表示感谢。由于笔者理论水平和实践经验有限,再加上时间紧迫,书中难免存在不足之处,恳请读者批评指正。编者2020年5月
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