带预应力混凝土桁架转换层的多高层建筑结构设计和施工建议
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摘要
本文较为系统地提出了带预应力混凝土桁架转换层的多、高层建筑结构设计和施工建议，主要包括结构设计总则、结构计算的一般原则、结构设计与构造措施、预应力混凝土设计及结构施工等方面，为带预应力混凝土桁架转换层的多、高层建筑结构的抗震设计和推广应用提供参考。
Based on the static,pseudo static and pseudo dynamic experimental studies on the prestressed concrete transfer truss and structure model with prestresssed concrete truss transfer and theoretical analysis,design and construction recommendations of multi- story and high- rise building with prestressed concrete truss transfer are proposed in detail after the combination of a number of actual engineering projects and information in this paper.The design recommendations,which mainly include the general principle,common design principle,structural design method and configuration,prestressed concrete design and structural construction etc.,can be used to provide scientific verifications for aseismic design and wide applications of multi- story and high- rise building with prestressed concrete truss transfer.
Based on the static,pseudo static and pseudo dynamic experimental studies on the prestressed concrete transfer truss and structure model with prestresssed concrete truss transfer and theoretical analysis,design and construction recommendations of multi- story and high- rise building with prestressed concrete truss transfer are proposed in detail after the combination of a number of actual engineering projects and information in this paper.The design recommendations,which mainly include the general principle,common design principle,structural design method and configuration,prestressed concrete design and structural construction etc.,can be used to provide scientific verifications for aseismic design and wide applications of multi- story and high- rise building with prestressed concrete truss transfer.
引文
[1]唐兴荣.多高层建筑中预应力混凝土桁架转换层结构的试验研究和理论分析[D].东南大学土木工程学院,1998.10.
[2]唐兴荣,蒋永生,丁大钧,孙宝俊,樊德润,郭泽贤.预应力高强混凝土桁架转换层结构的试验研究[J].东南大学学报,1997,27(增刊).
[3]申强.预应力混凝土桁架转换层结构抗震性能的试验研究和理论分析[D].东南大学土木系,1996.4.
[4]唐兴荣,蒋永生,丁大钧.转换大梁和上部框架结构共同工作的特性分析[J].苏州城建环保学院学报,1996,(1).
[5]赵西安.高层钢筋混凝土建筑结构抗震设计的一些建议[J].建筑结构,1994,(4).
[6]赵西安.高层建筑转换层结构在竖向地震作用下的直接动力分析.建筑结构[J].1992,(3).
[7]柯长华,刘季康.24m跨度承托四层框架的预应力钢筋混凝土梁的设计特点和受力分析[J].建筑结构学报,1995,16(2).
[8]JGJ3—91钢筋混凝土高层建筑结构设计与施工规程[S].
[9]傅学怡.带转换层高层建筑结构设计建议[J].建筑结构学报,1999,20(2).
[10]吕志涛,杨建明.部分预应力混凝土框架结构的预应力度及配筋选择[J].建筑结构,1993,(9).
[2]唐兴荣,蒋永生,丁大钧,孙宝俊,樊德润,郭泽贤.预应力高强混凝土桁架转换层结构的试验研究[J].东南大学学报,1997,27(增刊).
[3]申强.预应力混凝土桁架转换层结构抗震性能的试验研究和理论分析[D].东南大学土木系,1996.4.
[4]唐兴荣,蒋永生,丁大钧.转换大梁和上部框架结构共同工作的特性分析[J].苏州城建环保学院学报,1996,(1).
[5]赵西安.高层钢筋混凝土建筑结构抗震设计的一些建议[J].建筑结构,1994,(4).
[6]赵西安.高层建筑转换层结构在竖向地震作用下的直接动力分析.建筑结构[J].1992,(3).
[7]柯长华,刘季康.24m跨度承托四层框架的预应力钢筋混凝土梁的设计特点和受力分析[J].建筑结构学报,1995,16(2).
[8]JGJ3—91钢筋混凝土高层建筑结构设计与施工规程[S].
[9]傅学怡.带转换层高层建筑结构设计建议[J].建筑结构学报,1999,20(2).
[10]吕志涛,杨建明.部分预应力混凝土框架结构的预应力度及配筋选择[J].建筑结构,1993,(9).
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