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pseudo-static test in Chinese

Pronunciation:
How to pronounce "pseudo-static test""pseudo-static test" in a sentence

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  • 偽靜力試驗

Examples

  • Seismic design concept from a pseudo - static test of steel reinforced concrete frame - core wall structure model with transfer floor
    核心筒結(jié)構模型擬靜力試驗對抗震設計的啟示
  • 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 )對異形柱框架結(jié)構的側(cè)向剛度和水平承載力的計算方法進行了分析研究。
  • 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
    本文首先對三個兩跨兩層和一個兩跨三層的底部大空間框支密肋復合墻結(jié)構的1 2和1 3比例模型進行偽靜力試驗研究，通過對底部大空間框支密肋復合墻結(jié)構在豎向荷載及與水平低周反復荷載共同作用下的受力性能的試驗研究，探討了結(jié)構的變形性能、滯回耗能和破壞形態(tài)，并與框支砌體結(jié)構進行對比分析。
  • 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軟件ansys5 . 7 ，對帶縫空心剪力墻板進行了非線性有限元分析，得出了此類新型構件在單調(diào)加載下的破壞模式、骨架曲線、破壞特征點和單調(diào)荷載下的剛度退化規(guī)律，并與試驗研究結(jié)果對比分析。
  • The traditional shear wall structure has such disadvantage as large self - weight , stiflhess and seismic forces , poor - ductility and energy saving . based on the post investigation , this paper put forward a new type of hollow shear wall structure with seams . the seismic behavior and design method are investigated and following work on test and theory are done : based on the pseudo - static test of two hollow shear walls with seams , the seismic behavior of the walls are researched
    針對其抗震性能和設計方法，作了較為系統(tǒng)的試驗研究和理論分析：以多層住宅結(jié)構底層抗震墻為原型，完成了兩片帶縫空心剪力墻板的1 2模型低周反復加載試驗，對這一新型構件的抗震性能進行了系統(tǒng)研究。
  • Structure will be a kind of ductile structure with advanced seismic behavior . based on the tests of 25 elements of hollow shear wall r . c . structure and 16 hollow shear wall , we had accomplished pseudo - dynamic tests which employed el - centro wave with different input peak acceleration and pseudo - static test of 1 / 2 . 8 scale model 10 - story building
    在已完成了25個基本空心剪力墻試件和16個墻片的試驗基礎上，進行了空心剪力墻結(jié)構十層樓房1 2 . 8的模型擬動力、擬靜力試驗，擬動力實驗采用不同輸入峰值加速度的el - centro ( ns )波。
  • The shear mechanism , failure mode , deformation capacity , bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0 . 3 , 0 . 5 , 0 . 6 ) , the working performance , failure mode , and the shear capacity of top story joints under the crack moment , the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints , which varied in axial compression ratio , distribution of the beam angle steels and the stirrup ratio
    基于上述分析，本次試驗通過五個外包鋼混凝土邊節(jié)點1 4比例模型的偽靜力試驗，以柱的軸壓比、梁角鋼布置形式、配箍率等為主要參數(shù)，分析外包鋼混凝土現(xiàn)澆框架一般層邊節(jié)點在中高軸壓比( n = 0 . 3 、 0 . 5 、 0 . 6 )條件下，節(jié)點的抗剪機理、破壞模式、變形能力、承載能力和角鋼錨固的可靠性；分析了頂層邊節(jié)點在張開彎矩作用下的工作性能、破壞模式和抗剪承載力；分析了試驗節(jié)點的滯回性能和耗能能力。
  • Though the pseudo - static test of three prototype - modal sandwich wall with angled - steel column , seismic behavior are discussed . based on the concrete nonlinear analyzing theory , this paper constructed the finite element modal by ansys program and proved the modal by test result . designed & further improved methods are presented on the conclusion of tests and calculations
    本文通過對三個角鋼邊框復合剪力墻板的原型擬靜力試驗，研究了角鋼邊框復合剪力墻的抗震性能，同時在現(xiàn)有混凝土非線型分析理論的基礎上，采用ansys有限元分析程序建立了墻板的有限元模型，結(jié)合試驗數(shù)據(jù)對模型進行了驗證。
What is the meaning of pseudo-static test in Chinese and how to say pseudo-static test in Chinese? pseudo-static test Chinese meaning, pseudo-static test的中文，pseudo-static test的中文，pseudo-static test的中文，translation, pronunciation, synonyms and example sentences are provided by ichacha.net.