为了准确模拟大跨度弦支穹顶预应力施工过程，建立符合实际施工顺序的结构施工初始态，对预应力施工过程的力学分析方法进行了研究。根据工程实践，总结了大跨度弦支穹顶预应力施工过程的特点，分析了状态变量叠加法、反分析法、生死单元法在其应用上的不足。结合非线性有限元分析方法，凝练了基于等效预张力的预应力施工过程正算法，并给出了具体的实施方法和步骤。以常州体育馆钢屋盖工程为算例，验证了正算法用于预应力施工过程力学分析的可行性和适用性。最后指出，基于等效预张力的正算法预应力施工过程力学分析，综合考虑了支撑与刚构的非线性接触、索力的相互影响、施工临时结构体系的转换、结构几何非线性等施工多因素耦合效应，能够准确跟踪结构在各施工阶段的状态。

To accurately simulate prestressed construction process of large-span suspendome, the initial state of construction process according to practical construction sequence is established, and the construction mechanical analysis for prestressed construction process is especially studied. Features of prestressed construction process of large-span suspendome are summarized, and the insufficiencies of the application of state variable superposition method, back analysis method, birth and death element method are analyzed. Combined with nonlinear finite element analysis method, forward algorithm for prestressed construction process based on the equivalent pre-tension is proposed, and the specific application method and procedure are given. Changzhou stadium steel roof engineering is taken as an example to verify the practicability and applicability of forward algorithm for prestressed construction process. The conclusion is that, using forward algorithm for prestressed construction process based on the equivalent pre-tension, the structure state of each construction phase can be accurately tracked, and the nonlinear contact of strut and rigid framework, interactive impact of cable force, conversion of temporary structure system, and structural geometric nonlinearity can be comprehensively considered.

国家自然科学基金资助项目（50808039）；江苏省自然科学基金资助项目（BK2010428）