按连续体的方法描述自锚式斜拉-悬索协作体系桥在竖向荷载作用下的结构静力行为。
The static behavior of self-anchored cable-stayed suspension bridge is described with continuum method.
研究各种情况下扁锚锚下应力分布状态及其造成的开裂行为，找出开裂机理，解释开裂过程。
The stress distribution under the flat anchors for different conditions was studied, and the cracking behavior, cracking mechanism and cracking process were all found out.
本文主要通过系列情景模拟，探讨内源性的锚对个体行为的影响。
The thesis mainly adopted a series of experimental simulations in order to investigate the impact of self-generated anchors on the behavior of individuals.
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