The results show that the arch distortion weakens structural ultimate load bearing capacity, and increases lateral displacement at the bottom of .
分析表明,拱肋变形降低了结构的极限承载能力,并增大了其在正常使用状态下的侧向变形,以致拱脚外包混凝土开裂严重。
It would produce the moment deflecting from the outer edge of base and decrease the foundation ultimate bearing capacity because the paper considered the lateral earth pressure.
这是因为考虑了土体间侧向土压力,必然会产生一向基础外缘偏转的力矩,从而一定程度上降低了地基极限承载力。
It would produce the moment deflecting from the outer edge of base and decrease the foundation ultimate bearing capacity because the paper considered the lateral earth pressure.
这是因为考虑了土体间侧向土压力,必然会产生一向基础外缘偏转的力矩,从而一定程度上降低了地基极限承载力。
应用推荐