预应力钢筒混凝土管穿越地下管线的施工措施

文中介绍了预应力钢筒混凝土管的概念、优越性，并结合山西省万家寨联接段引黄工程的实际施工，总结出了穿越各种地下管线的施工经验。     

有粘结预应力在252m地下室顶板中的应用

在总长度 2 5 2m的超长不设缝地下室顶板中 ,采用了预应力、设置后浇带等综合抗裂技术 ,并对有粘结预应力平板的设计理论、施工工艺、锚固体系及超长结构预应力损失控制和抗裂控制作了深入研究。     

A limit analysis of nonlinear elastic lateral displacements of thin-walled reinforced and prestressed beams

An incremental iterative process based on direct energy minimization is presented for a limit analysis of nonlinear elastic lateral displacements and twists of reinforced and prestressed beams. Problems encountered with the constitutive relations are discussed and two possible material models are presented.     

阶梯教室、图书馆的结构设计

结合阶梯大教室的结构布置设计和预应力混凝土技术的运用，阐述该类结构的合理布置和预应力梁设计方法。     

预应力工程中的OVM锚固体系

ＯＶＭ锚固体系是我国第一种采用二片四开式，锚碇１８６０ＭＰａ级低松弛钢绞线的预应力锚固体系。本文介绍其基本性能，与其他系列锚具的组合以及它在斜拉桥主索上的应用。     

SP预应力空心板在居住建筑中的应用和发展

分析现浇板和传统预制板的特点和弱点，提出发展SP板和SP叠合板是住宅实现大开间、灵活隔断的有效途径之一，也是建筑施工实现现代化的重要内容之一。     

大型调压室的结构及其应力分析

结合某水电站大型预应力钢筋混凝土调压室的设计，本文进行了调压室井壁和底板的轴对称有限元计算，并讨论了并壁与底板的连接方式；为了研究塔壁扶壁处的局部应力分布，对塔壁进行了三维有限元分析。     

三峡水利枢纽右岸三期工程预应力门机大梁施工工艺

三峡水利枢纽右岸三期工程坝顶预应力门机大梁高度大、跨度长、钢筋密集、结构体型复杂、张拉吨位大、张拉要求高。针对门机大梁以上特点,对梁体模板设计、混凝土浇筑振捣、梁体张拉施工技术难点进行了深入研究。     

一种新型预应力托换结点的试验研究

针对深圳地铁的桩基托换而进行了一种新型预应力托换结点的试验研究，通过试验，得到了此托换结点的受力特性，为同类的大型托换的理论及实践提供了一种安全可行的方案。     

State of Practice for Positive Moment Connections in Prestressed Concrete Girders Made Continuous

Precast bridges are often constructed as single span for dead load, but continuous for live load. A diaphragm connection is provided for negative moment continuity. However, the connection may also be subjected to positive moments due to time-dependent effects. Because these moments may be large enough to damage the diaphragm or even the girders, a positive moment connection is often provided. This paper reports on a study to determine the types of positive moment connections used across the country and to identify potential problems with these types of connections. A questionnaire survey was conducted to assess the state of practice for precast prestressed concrete bridges made continuous. The survey provides valuable information on this type of bridge and updates a previous survey on this subject.