pseudo-static造句
例句与造句
- Seismic design concept from a pseudo - static test of steel reinforced concrete frame - core wall structure model with transfer floor
核心筒结构模型拟静力试验对抗震设计的启示 - Such work have been done as follows : 1 . the pseudo - static tests of three 1 / 2 - scale models r . c . frames with special - shaped columns have been conducted
( 2 )对异形柱框架结构的侧向刚度和水平承载力的计算方法进行了分析研究。 - The pseudo - static method ( static method in brief ) is now currently adopted in seismic analysis of retaining structures for some well known limitation
受各种条件限制，挡土墙的抗震验算，仍普遍采用拟静力法(以下简称静力法) 。 - For studying seismic behavior of the abnormal exterior joint of reinforced concrete frame , four abnormal exterior joints are tested by the pseudo - static experiment
摘要对4个钢筋混凝土框架异型边节点试件进行了拟静力试验，以研究此类节点的抗震性能。 - The earthquake force was ignored during designing midget pump station , while the pseudo - static method just gave approximate calculation to the large and medium pump station ever
在以往的泵站设计中，对于小型泵站，一般不考虑地震力；对于大中型泵站，即使考虑地震载荷大多都运用拟静力法，进行大致的近似计算。 - It's difficult to find pseudo-static in a sentence. 用pseudo-static造句挺难的
- Evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of manla rockfill dam under earthquake condition , give design scheme of the manla dam according to the analysis result
通过拟静力法和动力有限元法得到的计算成果进行的对比分析，对满拉堆石坝在地震作用下的安全性进行了综合评价，根据分析结果对工程设计提出措施。 - Utilizing finite element method , found the safety factor of the dam slope . evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of hada mountain embankment dam under earthquake condition
对拟静力法和有限元法得到的计算成果进行了对比分析，对哈达山土坝在地震作用下的安全性进行了综合评价，根据分析结果对工程设计提出了一些建议。 - 2 . pseudo - static force testing of twelve full - scale connections , including top - seat angle connections , two web flange and top - seat connections , extended - end - plate connections , slit - t steel connections and dog - bone connections are carried out for the first time in our country
2首次在国内大规模地进行了顶底角钢连接、带双腹板顶底角钢连接、外伸端板连接以及短t型钢连接等半刚性连接以及狗骨式刚性连接这五种连接类型共十二个原型试件的拟静力试验。 - The thesis mostly work is mathematical analysis , give some basic information of the research object - hada mountain embankment dam , determinate the research task and the analyses condition . utilizing pseudo - static method theory , calculated the safety factor for the dam slope , give a primary conclusion . utilizing static finite element method based on duncan - chang hyperbola model , found the static stress field , make the foundation for dynamical finite element analyses
采用等效线性模型，用计算土石坝地震反应的动力有限元程序，对哈达山土坝进行了动力有限元分析，得到了坝体的动应力场分布、加速度场分布，为动力有限元法计算坝体稳定打下基础。 - The paper probed the applying of multi - ribbed slab with outer light frame structure ( mrsolfs ) to the upper structure of buildings with commodious space at the bottom and the feasibility of replacing lfswsums with frame - supported multi - ribbed composite slab structure ( fsmrcss ) . firstly , the paper carried out test study base on the pseudo - static test under horizontal loads on four two - spanned model members of fsmrcss , including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model . by the test study , the paper analyzed the test results , including analysis on mechanical property of the constructure under vertical loads , and failure mode , deformation capacity , aseismic performance under horizontal loads and constant vertical loads
本文首先对三个两跨两层和一个两跨三层的底部大空间框支密肋复合墙结构的1 2和1 3比例模型进行伪静力试验研究，通过对底部大空间框支密肋复合墙结构在竖向荷载及与水平低周反复荷载共同作用下的受力性能的试验研究，探讨了结构的变形性能、滞回耗能和破坏形态，并与框支砌体结构进行对比分析。 - Pseudo - static force testing of 1 : 2 scale models including two steel frame with semi - rigid connections is first carried out in china in order to obtain elastic - plastic behavior of semi - rigid connections steel frames under cyclic loading as well as to analyze collapse characteristic after structural ultimate strength has lost and the coming order of plastic hinges
通过试验考察了半刚性连接平面钢框架结构在循环荷载作用下的弹塑性性能；了解结构在丧失极限承载力后的破坏形态和塑性铰出现的顺序；利用所编程序计算了其中一个框架的受力性能。 - Based on the experimental data , this paper uses the ansys program to do nonlinear finite element analysis . by analyzing the two walls with nonlinear finite element method , this paper gets keleton - frame curves of the two walls . by comparing the data of the fem and pseudo - static test , the result show that load - deflection plots for specimens from the fem is agree with the experimental data
采用通用有限元分析软件ansys5 . 7 ，对带缝空心剪力墙板进行了非线性有限元分析，得出了此类新型构件在单调加载下的破坏模式、骨架曲线、破坏特征点和单调荷载下的刚度退化规律，并与试验研究结果对比分析。 - Adopting the longitudinal seismic braced frame structures of the power factory as a experimental prototype , and based on the pseudo - static model test and the analysis of the static elastic - plastic finite element method , this paper introduces the seismic behavior of the longitudinal energy - dissipation braced or seismic braced frame structure systems of the power factory
本次试验研究以某大型火电厂钢筋混凝土结构主厂房纵向框架-抗震支撑结构体系为原型，以伪静力联机加载模型试验和静力弹塑性有限元分析为基础，研究了大型火电厂钢筋混凝土结构主厂房纵向框架-减震支撑(抗震支撑)结构体系的抗震性能问题。 - Pseudo - static force testing of 1 : 2 scale models of a steel frame with dog - bone connections is first carried out in china in order to obtain elastic - plastic behavior of dog - bone connections steel frames under cyclic loading as well as to analyze collapse characteristic after structural ultimate strength has lost . the influence of dog - bone connection on the coming order of plastic hinges and failure characteristic of steel frame , and the influence of dog - bone ' s shape and position on the behavior of structure is obtained
通过试验考察了狗骨式连接平面钢框架结构在循环荷载作用下的弹塑性性能;了解狗骨式连接对结构塑性铰出现的顺序以及结构破坏形态的影响;了解节点处与狗骨处应力发展状况，探讨狗骨削弱的形状和削弱位置对节点性能的影响。 - Based on the accumulated engineering experience of cfb technology by tsinghua university , this paper develops a pseudo - static model to study the performance of a real 135mw cfb reheating boiler under partial load . this model is a semi - theoretical model in which some key parameters are according to the engineering experiences accumulated by department of thermal engineering , tsinghua university in the last fifteen years
本文在国内外已有研究成果基础上，尤其是根据清华大学热能工程系多年来致力于流化床燃煤技术的研究与开发所积累的丰富的工程经验，采用准静态模型化方法，对135mw再热循环流化床锅炉的部分负荷性能进行了研究。
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