通过实例，介绍简支梁(板)桥改造的实施方式。
It also introduces implementation of simple supported beam (slab) bridge reforming via practical instances.
这是中心承载的该材料简支梁达到预定偏差的温度。
This is the temperature at which a simply supported beam specimen of the material, with a centrally applied load, reaches a predefined deflection.
并用此方法讨论了简支梁和悬臂梁的塑性动力响应问题。
In this way, the response of simply supported beams and cantilever beams is discussed.
应用推荐