试验结果表明，沟槽的破坏形态与挖掘机中心荷载作用情况下相同。
It was shown that the failure mechanism agreed well with that under the central load of construction machine.
南宁市地王商会中心的楼层高、荷载大，其基础采用了软岩扩底桩。
Enlarged toe piles embedded in weak-rock foundation is adopted in Nanning Diwang Commerce Center for the height of the building is great and the load on it is large.
根据九寨沟甘海子国际会议度假中心温泉泳浴中心的风洞试验结果，分析了该结构屋面在风荷载作用下的受力性能。
The wind tunnel experiment of the hot spring swimming center in Jiuzhaigou International Convention and Vacation Center was carried out to investigate the structure behavior under wind loads.
计算结果说明，世界贸易中心倒塌的直接原因是火灾导致的钢材软化和楼板塌落冲击荷载引起的连锁反应。
The numerical results also show that the softening of steel under fire and impact load of top floors are the two main reasons for the collapse.
在一定程度上，随着泡沫铝厚度、油气浓度（即爆炸荷载大小）的增加，降低板中心点处位移峰值的幅度也随之增加。
The decrease gradient of the peak displacement at the center of plate increases as the foam thickness, fuel-air concentration(i. e. explosion load size) increases to some extent.
温州市会议中心为一有一层地下室的现浇钢筋砼框架结构，该建筑位于典型软土地区、荷载大并且为超长结构。
The conference center of Wenzhou is a framework structure of cast in place reinforced concrete with one floor basement. It lies on the typical soft soil with huge loads and it is extra long.
当混凝土受到冲击荷载的作用时，橡胶粉将成为混凝土内部的吸能中心，提高混凝土的抗冲击能力。
When dynamic load is impacted on concrete, the rubber powder can absorb plentiful kinetic energy and improve the ability of resisting dynamic load.
将该数值模拟技术应用于南京奥林匹克体育中心体育场的随机风荷载模拟，计算结果表明了该方法的有效性。
The proposed method is applied in the numerical simulation of random wind load on Nanjing Olympic Stadium. The results verify the effectiveness and efficiency of the simulation method.
文中还画出了荷载与阻尼介质对圆板运动时间和板中心点残余挠度的影响曲线。
The influence curve which shows the effect of the load and the damping medium on movement time and residual deflection of central point for circular plates was traced in this paper.
本文通过试件的中心受拉试验，测定了砼的受拉应力-变形全曲线。部分试件还进行了反复荷载试验。
Complete stress-deformation curves for concrete in tension were obtained from axial tension tests in which some of the specimens were tested under cyclic loading.
上海中心大厦在长期荷载作用下结构竖向构件间的差异变形会在水平构件中产生较大的次内力。
The differential deformation between vertical structural members of the Shanghai Tower can cause secondary internal forces in horizontal structural members.
以重庆中心桥采用“释能法”新技术提高荷载等级为工程背景，对中心桥加固前后分别进行了荷载试验，并对试验结果进行了研究分析。
The study results have shown that the stress conditions of the bridge had been obviously improved after having been strengthened, with improvement of bearing capacity by a big margin.
结果表明：前11项旋转主分量的主要高荷载中心，与持续异常的高频数中心或其邻近区域大都基本吻合；候平均环流异常的持续性略高于马尔柯夫过程。
The results show that the localities of high-loading centers of the first 11 RPCs basically coincide with those of the high frequency regions where the persistent anomalies occur.
介绍了潍坊市中心-潍坊学院体育馆的结构计算和构造措施，并对结构风荷载的取值、屋架钢结构体系的选择、节点构造等设计中遇到的难点进行特别说明。
Especially, the difficulties encountered in the design such as the corresponding structural wind load, steel-truss roof system selection, the joint structure and so on are explained in detail.
给出了双层地基在圆形均布荷载、条形均布荷载和矩形均布荷载作用下，中心轴线上和角点下分层界面处的应力系数。
For two-layered ground loaded by uniformly vertical circular, rectangular and strip pressure the coefficients of vertical stress at the interface are tatulated.
给出了双层地基在圆形均布荷载、条形均布荷载和矩形均布荷载作用下，中心轴线上和角点下分层界面处的应力系数。
For two-layered ground loaded by uniformly vertical circular, rectangular and strip pressure the coefficients of vertical stress at the interface are tatulated.
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