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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(yàn)

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(gòu)模型擬靜力試驗(yàn)對抗震設(shè)計(jì)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(gòu)的側(cè)向剛度和水平承載力的計(jì)算方法進(jìn)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(gè)兩跨兩層和一個(gè)兩跨三層的底部大空間框支密肋復(fù)合墻結(jié)構(gòu)的1 2和1 3比例模型進(jìn)行偽靜力試驗(yàn)研究，通過對底部大空間框支密肋復(fù)合墻結(jié)構(gòu)在豎向荷載及與水平低周反復(fù)荷載共同作用下的受力性能的試驗(yàn)研究，探討了結(jié)構(gòu)的變形性能、滯回耗能和破壞形態(tài)，并與框支砌體結(jié)構(gòu)進(jìn)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(jìn)行了非線性有限元分析，得出了此類新型構(gòu)件在單調(diào)加載下的破壞模式、骨架曲線、破壞特征點(diǎn)和單調(diào)荷載下的剛度退化規(guī)律，并與試驗(yàn)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(shè)計(jì)方法，作了較為系統(tǒng)的試驗(yàn)研究和理論分析：以多層住宅結(jié)構(gòu)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(fù)加載試驗(yàn)，對這一新型構(gòu)件的抗震性能進(jìn)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(gè)基本空心剪力墻試件和16個(gè)墻片的試驗(yàn)基礎(chǔ)上，進(jìn)行了空心剪力墻結(jié)構(gòu)十層樓房1 2 . 8的模型擬動(dòng)力、擬靜力試驗(yàn)，擬動(dòng)力實(shí)驗(yàn)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(yàn)通過五個(gè)外包鋼混凝土邊節(jié)點(diǎn)1 4比例模型的偽靜力試驗(yàn)，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(diǎn)在中高軸壓比( n = 0 . 3 、 0 . 5 、 0 . 6 )條件下，節(jié)點(diǎn)的抗剪機(jī)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(diǎn)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(yàn)節(jié)點(diǎn)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(gè)角鋼邊框復(fù)合剪力墻板的原型擬靜力試驗(yàn)，研究了角鋼邊框復(fù)合剪力墻的抗震性能，同時(shí)在現(xiàn)有混凝土非線型分析理論的基礎(chǔ)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(yàn)數(shù)據(jù)對模型進(jìn)行了驗(yàn)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.