pseudo-dynamic test in Chinese
Translation
Mobile
- 擬動(dòng)力試驗(yàn)
- "pseudo" in Chinese : adj. 〔口語(yǔ)〕假,偽,冒充的。
- "dynamic" in Chinese : adj. 1.動(dòng)力的,動(dòng)力學(xué)的;力學(xué)(上)的;動(dòng)(態(tài))的 ...
- "test" in Chinese : n. 【動(dòng)物;動(dòng)物學(xué)】(軟體類的)介殼,甲殼;【植物;植 ...
- "dynamic test" in Chinese : 沖輝驗(yàn); 動(dòng)力測(cè)試; 動(dòng)力試驗(yàn); 動(dòng)力學(xué)試驗(yàn); 動(dòng)試驗(yàn); 動(dòng)態(tài)力學(xué)試驗(yàn); 動(dòng) ...
- "pseudo f test" in Chinese : 近以f檢驗(yàn)
- "pseudo random test pattern" in Chinese : 偽隨機(jī)測(cè)試模式
- "pseudo-random test pattern" in Chinese : 偽隨機(jī)測(cè)試模式
- "pseudo-random test specification" in Chinese : 偽隨機(jī)測(cè)試說明
- "pseudo-static test" in Chinese : 偽靜力試驗(yàn)
- "accelerator dynamic test" in Chinese : 加速器動(dòng)力測(cè)試
- "bridge dynamic loading test" in Chinese : 橋梁動(dòng)載試驗(yàn)
- "control of dynamic drive test" in Chinese : 動(dòng)性驅(qū)力控制測(cè)驗(yàn)
- "degree of dynamic drive test" in Chinese : 動(dòng)性驅(qū)力程度測(cè)驗(yàn)
- "determination by dynamic test" in Chinese : 動(dòng)態(tài)實(shí)驗(yàn)測(cè)定
- "dts dynamic test system" in Chinese : 動(dòng)態(tài)測(cè)試系統(tǒng)
Examples
- Pseudo - dynamic test and theoretical analysis of rc tube in tube structure
鋼筋混凝土筒中筒結(jié)構(gòu)擬動(dòng)力試驗(yàn)研究與理論分析 - By the pseudo - dynamic test and modal analysis of the frame - bent structure , the paper discussed the seismic behavior , calculation method of initial force , simplified design method and structural features of this type of structure
綜上所述,通過對(duì)該類框排架結(jié)構(gòu)的試驗(yàn)及理論分析,研究了該體系的抗震性能提出了針對(duì)該體系計(jì)算方法、設(shè)計(jì)方法及相應(yīng)的構(gòu)造措施。 - To meet the demands for large space and flexible compartmentation of buildings , laminated vierendeel trusses are adopted in high - position transfer story structures . first the bearing characteristics are analyzed , in which reasonable stiffness ratio of the upper chord , middle chord , and lower chord is derived . then combined with an actual engineering model ( 1 8 similar ratio ) , the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted , in which one model adopts reinforced concrete , and the other adopts prestressed concrete and shape steel concrete . seismic behaviors are analyzed , including inter - story displacement , base shear - displacement skeleton curves , and equivalent viscosity - damping curves . a program is programmed to carry out the elasto - plastic dynamic analysis , and displacement time - history curves of the two models are derived . the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors . it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures . finally , some design suggestions are put forward , which can be referenced by similar engineering
為滿足建筑物大空間和靈活隔斷要求,在高位轉(zhuǎn)換層結(jié)構(gòu)中采用迭層空腹桁架結(jié)構(gòu).首先分析了其受力性能,得出了空腹桁架各構(gòu)件合理的截面剛度以及布局形式.然后結(jié)合一實(shí)際工程,進(jìn)行了兩榀迭層空腹桁架轉(zhuǎn)換結(jié)構(gòu)模型( 1 : 8相似比)的豎向荷載下靜力試驗(yàn)以及擬動(dòng)力試驗(yàn).其中一榀為普通混凝土迭層空腹桁架,另一榀配置了預(yù)應(yīng)力和鋼骨混凝土,對(duì)比分析了兩模型的層間位移比、骨架曲線以及等效粘質(zhì)阻力系數(shù)等抗震性能的比較,并進(jìn)行了彈塑性動(dòng)力分析.試驗(yàn)和分析結(jié)果表明,配置預(yù)應(yīng)力和型鋼混凝土的迭層空腹桁架轉(zhuǎn)換結(jié)構(gòu)具有良好的抗震性能,可以成功地解決迭層空腹桁架作為轉(zhuǎn)換層結(jié)構(gòu)所產(chǎn)生的弊端問題,最后對(duì)這類轉(zhuǎn)換層結(jié)構(gòu)提出了相應(yīng)的設(shè)計(jì)建議 - The pseudo - dynamic test of 1 / 3 - scale model six - story building assembled with hollow shear wall with seams . the internal forces , the deformation and the failure mechansm of the building under earthquake are studied . the rules of frequency , damping and response spectrum are studied . the characters of earthquake response such as structure displacement , interstory drift , action of earthquake , the amplificatory coefficient of acceleration and the rule of strain are discussed . at last , this paper presented the design method of this structure based on the aseismic style and put forward the construction
進(jìn)行了帶縫空心剪力墻結(jié)構(gòu)六層樓房的1 3模型的擬動(dòng)力試驗(yàn),研究了結(jié)構(gòu)在水平地震作用下的受力特點(diǎn)、變形特征、破壞形態(tài)等力學(xué)性能;得到了結(jié)構(gòu)在不同受力階段的頻率、阻尼、反應(yīng)譜等動(dòng)力特性變化規(guī)律;討論了結(jié)構(gòu)各樓層的水平位移、層間位移、地震力、加速度放大系數(shù)及構(gòu)件應(yīng)力分布規(guī)律等結(jié)構(gòu)地震反應(yīng)特征;指出了結(jié)構(gòu)的抗震類型、薄弱層及薄弱部位;提出了多層帶縫空心剪力墻結(jié)構(gòu)的第一階段設(shè)計(jì)方法和相應(yīng)構(gòu)造措施。 - Based on the conventional pseudo - dynamic testing concept , a method for remotely collaborative hybrid dynamic testing of substructures and structural elements using substructure technique is discussed and the equations of motion are derived . the control principle and numerically procedure are also described
在試驗(yàn)方法方面,本文從傳統(tǒng)的子結(jié)構(gòu)擬動(dòng)力試驗(yàn)方法出發(fā)研究了子結(jié)構(gòu)技術(shù)在遠(yuǎn)程協(xié)同擬動(dòng)力試驗(yàn)中的應(yīng)用,推導(dǎo)了異地分布的多子結(jié)構(gòu)遠(yuǎn)程協(xié)同擬動(dòng)力試驗(yàn)的整體結(jié)構(gòu)動(dòng)力方程,并給出了相應(yīng)的控制原理及數(shù)值積分方法。 - The pseudo - dynamic test gives the model ' s earthquake response , failure characteristic and special seismic property , unveil the structure ' s failure procedure of " low density setin block ' s break - slab rib ' s break - end post ' s concrete craze - end post ' s steel bar yielding " , providing full and accurate experimental information to establish the seismic design method . the slab ' s crack discrimination condition is prescribe . the extreme shear strength bearing moment , shear and pressure synchronously shows the bearing capacity components and change in slab ' s failure process
提出了密肋復(fù)合墻體開裂的判別條件;對(duì)于墻體在彎剪壓耦合作用下的極限抗剪承載力性能,分析了其構(gòu)成因素及其隨破壞過程的變化規(guī)律;在試驗(yàn)研究和數(shù)值分析的基礎(chǔ)上,提出密肋復(fù)合墻體抗剪和抗彎承載力表達(dá)式,并對(duì)典型墻體多遇地震作用下的承載力可靠指標(biāo)進(jìn)行了驗(yàn)算;對(duì)影響墻體抗剪能力的各種因素進(jìn)行了顯著性分析。 - In this paper , load carrying mechanism , lateral displacement , and design and calculation procedure of lightweight frame structure of multi - ribbed wall panel are studied with chief achievements as follows : based on the test , which a ten - story building model of lightweight frame structure of multi - ribbed wall panel with ratio 1 : 3 is studied though the pseudo - dynamic test , the wall is considered as a plane compound substructure , and space frame - plane compound substructure computational finite element model is given
本文就密肋壁板輕框結(jié)構(gòu)在彈性階段的受力機(jī)理、設(shè)計(jì)計(jì)算方法及側(cè)移進(jìn)行了探討。主要完成下列工作:在10層密肋壁板輕框結(jié)構(gòu)1 / 3比例房屋模型擬動(dòng)力試驗(yàn)研究的基礎(chǔ)上,將墻板視為平面復(fù)合子結(jié)構(gòu),建立空間框架? ?平面復(fù)合子結(jié)構(gòu)有限元分析模型,對(duì)1 / 3比例房屋試驗(yàn)?zāi)P瓦M(jìn)行數(shù)值分析。 - 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。
Related
"pseudo edge" in Chinese, "pseudo topaz" in Chinese, "pseudo instruction" in Chinese, "pseudo velocity" in Chinese, "pseudo mycorrhiza" in Chinese, "pseudo identity" in Chinese, "pseudo compound" in Chinese, "pseudo manifold" in Chinese, "pseudo salt" in Chinese, "pseudo-directed family of points" in Chinese, "pseudo-directed set" in Chinese, "pseudo-distribution" in Chinese, "pseudo-document" in Chinese, "pseudo-droplet defect" in Chinese, "pseudo-dystrophic amyotrophy" in Chinese, "pseudo-east coast fever" in Chinese, "pseudo-edge dislocation" in Chinese, "pseudo-emerald" in Chinese,
Neighbors
- "pseudo-directed family of points" in Chinese
- "pseudo-directed set" in Chinese
- "pseudo-distribution" in Chinese
- "pseudo-document" in Chinese
- "pseudo-droplet defect" in Chinese
- "pseudo-dystrophic amyotrophy" in Chinese
- "pseudo-east coast fever" in Chinese
- "pseudo-edge dislocation" in Chinese
- "pseudo-emerald" in Chinese
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