为研究基础的水平承载特性，对单片地下连续墙进行了水平荷载试验。
To study the lateral bearing behavior, one single diaphragm wall is tested under lateral load.
介绍东海大桥部分PHC试桩的高应变动测、竖向静载和水平荷载试验情况。
The high strain dynamic load tests, vertical static load tests and horizontal load tests for part of PHC trial piles of East China Sea Bridge are described.
对软土地基中的微型桩单桩及群桩进行了水平荷载试验，并对试验结果进行了分析。
Prototype testing study is made on single micropile and micropile groups under lateral loading in soft soil.
墙体的水平荷载试验以及梁的沿强轴的弯曲试验结果表明，它们吸收能量的能力都是强的。
Horizontal loading tests of walls and bending tests of beams along their strong axes reveal that the energy-absorbing capacities of both are high.
通过低周往复水平荷载试验，对无粘结预应力板墙结构的工作特性，以及无粘结预应力筋在水平荷载下的变化规律进行了分析。
Rased on the experimental researches, the characteristic behavior of slab and wall structure with unbounded prestressing in the slab under low frequency cyclic loading have been studied.
介绍了国外水平跨缝配筋的砌块墙体，在平面外单侧荷载作用下的性能所作的试验研究。
This paper introduced an experimental study abroad of the behavior of horizontally spanning joint reinforced block masonry walls under out-of-plane monotonic lateral loading.
通过试验结果与理论、规范比较，考察了不同荷载水平作用下半刚性连接对组合梁性能的影响。
The effect of semi-rigid connections on the performance of composite beams with various loadings was compared with predictions and codes.
本文介绍了八层大板房屋模型在水平荷载作用下的静力和动力试验结果。
This paper reports the model test of a eight-story building with precast large panels under static and dynamic horizontal loads.
试验结果表明，芳纶纤维布加固砖砌墙体的水平极限荷载和水平极限位移得到了很好的提高。
The results show that the ultimate loads and the ultimate horizontal displacements of the reinforced brick masonry walls are increased distinctly.
还对试验性工程进行了水平荷载和垂直荷载作用下墙板的应力和变形测定，并和计算结果作了比较。
Measurements of stresses and strains under load were made and the data obtained were compared with the computed results.
本文对钢筋砼牛腿在垂直荷载和低周反复水平荷载共同作用下的工作性能及其合理计算与构造形式进行了试验研究。
In this paper, an experimental study on working behavior and rational construction shape of reinforced corbels subjected to both vertical and cyclic reversed horizontal loading is presented.
监测了角度偏移、受压复合绝缘子的应力及水平荷载和垂直荷载，并在多次试验后对受压绝缘子进行了机械破坏负荷试验。
The Angle deflection, buckling stress of insulator, horizontal load and vertical load were recorded. The mechanical failing load test was performed on buckling insulator.
本文介绍了四幢足尺砖房模型在水平荷载作用下的动力、静力试验。
The tests of dynamic and static behavior of four full scale models of brick masonry building under lateral loading have been described.
通过水平加载的墙板单元试验，得到了墙板单元在水平荷载作用下的荷载—侧移曲线，分析了试件高宽比对墙板单元受力性能的影响。
Based on result of lateral actions test, gives load-deflection curves for infilled frames. Influence of aspect ratio on response of infilled frames is analyzed.
对于桩长和桩的长径比均小于25的嵌岩桩，侧阻力随桩顶荷载的增加而增大，且在高的应力水平下平缓增长，当达到最大荷载时达到试验最大值，其嵌岩部分侧阻力从上至下依次发挥。
When pile length and the ratio about pile length to pile diameter is less than 25, side resistance is aggrandized by increasing of the load, and gently added at high stress level.
通过室内试验研究了不同种类高抗折强度路面混凝土的疲劳性能，并在相同应力水平以及相同荷载作用下与不同类型混凝土的疲劳性能进行了对比分析。
Through laboratory test, the fatigue property of different high bending strength pavement concrete is studied, which is contrasted with different concrete under the same stress level and load.
在此基础上，本文又设计制作了一个相同尺寸的无构造柱CS板式结构试验模型，设计了加载方案和加载制度，进行了低周反复水平荷载作用下的抗震试验研究和理论分析。
Based on these work, in this paper, a same model of CS panel structure without structure column building has been designed and made according to the similarity theory of the model.
介绍了张力腿平台吸力式基础在水平静载和循环动荷载作用下的离心模型试验。
The results of centrifuge model tests on the behavior of suction bucket foundations of a TLP under static and cyclic horizontal loads were presented.
通过两端简支巨型钢柱在双向水平往复荷载下的伪静力试验，研究了其空间滞回特性和模拟方法，为将巨型钢柱折算为等效单一柱提供了试验依据。
Pseudo-static test of simply supported MSC subjected to cyclical loads in tow horizontal directions has been carried out. The spatial hysteresis characteristic of MSC and its simulation …
进行了无粘结预应力板墙框架的反复荷载试验，对无粘结预应力板墙框架的工作特性、无粘结预应力筋在水平荷载下的变化规律进行了分析。
Based on the experimental researches, the characteristic behavior of slab and wall frame with unbounded prestressing in the slab under low frequency cyclic loading have been studied.
进行了无粘结预应力板墙框架的反复荷载试验，对无粘结预应力板墙框架的工作特性、无粘结预应力筋在水平荷载下的变化规律进行了分析。
Based on the experimental researches, the characteristic behavior of slab and wall frame with unbounded prestressing in the slab under low frequency cyclic loading have been studied.
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