pseudo-static in Chinese
Translation
Mobile
- 偽靜態(tài)的
- 虛靜態(tài)
- "pseudo" in Chinese : adj. 〔口語〕假,偽,冒充的。
- "static" in Chinese : static2 n. 1.〔美國〕【物理學】 ...
- "pseudo static" in Chinese : 偽靜態(tài)的
- "pseudo-static method" in Chinese : 擬靜力法; 寧靜力法
- "pseudo-static storage" in Chinese : 偽靜態(tài)存儲器
- "pseudo-static store system" in Chinese : 偽靜態(tài)存儲系統(tǒng)
- "pseudo-static test" in Chinese : 偽靜力試驗
- "pseudo" in Chinese : adj. 〔口語〕假,偽,冒充的。
- "pseudo-" in Chinese : pseud(o)- comb. f. 表示“偽,擬,假,贗”: pseudo ...
- "static" in Chinese : adj. 1.靜止的,靜態(tài)的,靜力的。 2.【物理學】天電的,靜電的。 3. ...
- "pseudo-lebensspuren pseudo-lebensspur" in Chinese : 的復數(shù)
- "code, pseudo" in Chinese : 偽代碼
- "pseudo acacia" in Chinese : 偽刺槐
- "pseudo acid" in Chinese : 假酸
- "pseudo address" in Chinese : 偽地址
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(gòu)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 pseudo - static method ( static method in brief ) is now currently adopted in seismic analysis of retaining structures for some well known limitation
受各種條件限制,擋土墻的抗震驗算,仍普遍采用擬靜力法(以下簡稱靜力法) 。 - For studying seismic behavior of the abnormal exterior joint of reinforced concrete frame , four abnormal exterior joints are tested by the pseudo - static experiment
摘要對4個鋼筋混凝土框架異型邊節(jié)點試件進行了擬靜力試驗,以研究此類節(jié)點的抗震性能。 - 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
在以往的泵站設計中,對于小型泵站,一般不考慮地震力;對于大中型泵站,即使考慮地震載荷大多都運用擬靜力法,進行大致的近似計算。 - 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
通過擬靜力法和動力有限元法得到的計算成果進行的對比分析,對滿拉堆石壩在地震作用下的安全性進行了綜合評價,根據(jù)分析結(jié)果對工程設計提出措施。 - 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
對擬靜力法和有限元法得到的計算成果進行了對比分析,對哈達山土壩在地震作用下的安全性進行了綜合評價,根據(jù)分析結(jié)果對工程設計提出了一些建議。 - 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首次在國內(nèi)大規(guī)模地進行了頂?shù)捉卿撨B接、帶雙腹板頂?shù)捉卿撨B接、外伸端板連接以及短t型鋼連接等半剛性連接以及狗骨式剛性連接這五種連接類型共十二個原型試件的擬靜力試驗。 - 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
采用等效線性模型,用計算土石壩地震反應的動力有限元程序,對哈達山土壩進行了動力有限元分析,得到了壩體的動應力場分布、加速度場分布,為動力有限元法計算壩體穩(wěn)定打下基礎。 - 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(gòu)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(gòu)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(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)進行對比分析。
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-sle" in Chinese, "pseudo-spectral method" in Chinese, "pseudo-specturm" in Chinese, "pseudo-spherical helicoid" in Chinese, "pseudo-starting point" in Chinese, "pseudo-static method" in Chinese, "pseudo-static storage" in Chinese, "pseudo-static store system" in Chinese, "pseudo-static test" in Chinese,
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