The earthquake load, duration, test direction and the requirement during the OBEs or an SSE test have been explained in detail.
对地震荷载、持续时间、试验方向以及OBE和SSE 试验要求等问题作了较详细的说明；
Then, the joint should be of the ability of resisting to all physical actions, such as various load and deformation, earthquake, and temperature variation etc.
其次，应具有抵抗各种作用的能力，这些作用包括各种荷载和强迫变形，诸如地震、温度和地基变形等；
The response of this new type of flexible structure to earthquake load is unknown and should be paid attention to.
这种柔性屋盖结构在未来地震荷载作用下的反应如何，是为人们所不知但却非常关心的问题。
When the pulsating load, such as water wind and earthquake, ACTS on a large-scale structure or building, vibration will be induced.
水流、风、地震等脉动荷载作用在大型结构或建筑物时，经常会诱发结构振动。
And under earthquake load, the maximum displacement of dam top is larger.
且在地震荷载作用下，坝顶最大动位移增大。
The load putting on the decorative tilessticking to the wire mesh frame filler polystyrene board in the earthquake is thebuildings'dynamic output under the earthquake effect.
粘贴在钢丝网架聚苯板上的饰面砖所受的荷载就是建筑物在地震作用下的动力输出。
Then the vertical load calculation of internal structure, then the earthquake, constant, live loading income of several combination.
接着计算了竖向荷载作用下的结构内力，然后进行了地震，恒荷，活荷作用所得内力的几种组合。
The loading process is designed on the basis of the cracking and yielding loads and earthquake action as calculated for seismic load of fortification intensity.
根据计算的各抗震设防烈度对应的地震作用及开裂荷载、屈服荷载设计出加载制度； 采用液压伺服装置进行低周反复荷载试验。
Finally, the simulation analysis under several representative load case of ice and earthquake affairs is performed.
进行了多种冰荷载工况和地震工况的数值模拟。
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
结合工程实例，分析了超高层建筑结构中桩基及主体结构体系选择，探讨了超高层建筑采用框架-筒体增设刚臂结构体系在地震和风载作用下的结构受力特点及其应采用的一些措施。
The truth structure destruction is decided by the combination action of load breadth and circular load effect explains preferably effect three essential of earthquake motions to structure destroy.
破坏是由荷载幅值和循环加载效应的联合作用引起这一事实，较好地解释了地震动三要素对结构破坏的影响。
In order to reduce the detonation, the earthquake as well as other vibration disasters, the underground structure should have the enough anti - dynamic load ability.
为了减少爆炸、地震以及其它的振动灾害，地下结构应具有足够的抗动载能力。
The maximum forces due to combinations which include the prestressed equivalent load, gravity load, temperature action, earthquake action etc are applied to ring beams design.
环梁设计采用了预应力等效荷载和重力、风、温度、地震多种荷载组合下的最不利内力。
Based on the experimental investigation of dog bone connections of real structure, the performance of this kind of connection under simulated earthquake load is discussed.
现结合实际工程对这种节点进行了试验研究，探讨了其在模拟地震荷载作用下的性能。
The results indicate that slope structure, rainfall and earthquake are the main factors which affect the stability of slope greatly, bridge load has little effect on the slope.
结果表明：边坡的坡体结构、降雨和地震等是影响边坡稳定性的主要因素，桥梁荷载对边坡的影响很小。
The internal forces composition mainly is the composition of horizontal earthquake forces, constant load and live load.
内力组合主要是水平地震作用、恒荷载作用、活荷载作用之间的组合。
Precise prediction for the hysteretic behaviors of reinforced concrete (rc) column under seismic load is important to assess the safety of rc structures under earthquake.
准确预测地震作用下钢筋混凝土(rc)柱的受力特性，对评估混凝土结构的抗震性能具有重要意义。
Damaged condition and residual capability to resist failure load of a structure under seismic action are important for seismic optimum design and post-earthquake strengthening.
结构在地震作用下的损伤状况及其抵御破坏荷载的残余能力，是抗震优化设计和震后工程加固的重要依据。
The barrel shape structure work like an overhanging beam and when subjected to earthquake load, its dynamic stress of outer frame is greater than that of inner tube.
超高层筒体结构近似悬臂梁弯曲受力构件，在动力作用下，外框剪力墙的动应力反应要大于核心筒墙的动应力反应。
The structural column is mainly used for earthquake-resisting in brick construction building and now has used for load bearing and beam pad.
构造柱不仅在砖混结构房屋中主要起抗震作用，而用还具有承重柱及代梁垫的作用。
The plane frame is calculated under horizontal load-wind and earthquake by using ANSYS finite element analysis software.
利用有限元分析软件ANSYS对某平面框架进行水平荷载——风荷载、地震荷载作用下内力计算，并同手工计算方法进行了比较。
It has many advantages such as good earthquake resistant behavior, high load-carrying capacity, good resistance to fire and durability.
它具有抗震性能好、承载力高，耐火性和耐久性好等优点。
Something alike the result of the after earthquake in the fully saturate soil groundStimulating the deformation which traffic load long time effect with FEA, though 3 different conditons.
运用有限元模拟交通荷载长期作用下的土体变形对桩土界面的影响。
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
在框架-核心筒体系中设置刚臂以提高结构的抗侧刚度是结构工程师经常采用的一种做法。
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
在框架-核心筒体系中设置刚臂以提高结构的抗侧刚度是结构工程师经常采用的一种做法。
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