以某下承式刚性吊杆系杆拱桥为实例，利用空间有限元程序对其空间稳定性进行分析。
Taking a through bridge with rigid suspender and tie-arch for example, the space stability is analyzed by means of finite element program.
仲裁的软性特征逐渐为诉讼程序的刚性所取代，在仲裁中处处显现着诉讼的影子。
The soft feature of arbitration is gradually replaced by the rigid feature of litigation, and the shadow of litigation appears everywhere in arbitration.
采用非线性有限元方法(ANSYS程序)分析普通梁柱刚性连接和全焊狗骨式连接并进行比较，可得出一些有益于工程的结论。
General beam-column stiffness connections and the full-welded dog skeleton connection is analyzed and compared by Nonlinear finite element analysis method (ANSYS method) and draw some conclusions.
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