dynamic plastic response 中文意思是什麼

dynamic plastic response 解釋
塑性動力響應
  • dynamic : adj 1 動力的,動力學的;力學(上)的;動(態)的;起動的。2 有力的,有生氣的;能動的;(工作)效...
  • plastic : adj 1 造型的;塑造的;給與形態的。2 可塑的,塑性的,受范的;柔軟的;〈比喻〉溫順的,肯聽話的。3 ...
  • response : n. 1. 回答,答復。2. 【宗教】應唱聖歌。3. (因刺激等引起的)感應,反應,反響;應驗;【物理學】響應;【無線電】靈敏度,感擾性;特性曲線。
  1. The dynamic plastic response of the simple - supported beam considering of the finite deformation under arbitrary impulsive load

    任意沖擊載荷作用下,簡支梁的有限變形的動力響應特性。
  2. Elasto - plastic dynamic response of stiffened plates under low velocity impact load

    方柱尾流流態對床面沖淤形態的影響
  3. Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam, and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity, the article also imitates to compute the response to earthquake force, the excess vibration pore water pressure distribution and permanent deformation, predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction

    採用非線性靜、動力有限元分析程序對圍壩的4個典型剖面進行了靜、動力模擬模擬,模擬計算了壩體自填築至蓄水運行和發生7地震各階段壩體及壩基的變形以及應力分佈,地震應力響應和地震引起的超靜振動孔隙水壓力分佈以及永久變形。判斷了壩體和壩基中出現裂縫、塑性區以及地震液化的可能性。
  4. This paper is concerned with the evaluation of seismic capacity of prefabricated prestressed concrete skeleton structure ( ims system ). the elasto - plastic time - history analysis and the push - over analysis are performed for this purpose. in order to promote the ims system ' s use in the area of high seismicity, systematically research has been made to study its dynamic response and damage mechanism under horizontal seismic action

    本文採用彈塑性時程分析方法及靜力彈塑性分析方法對預應力板(梁)柱體系抗震能力進行了評定,較系統的探討了該體系在地震作用下的動力反應及破壞機制,旨在促進該體系在地震區的推廣和使用。
  5. In the area of elasto - plastic dynamic analysis of frame with friction energy dissipation, the design - oriented nonlinear seismic response time history analysis method for frame with friction energy dissipation has been set up. and the corresponding program idaff is developed using visual c + + language ; the analytic solution of a single - damped - story braced frame with friction energy dissipation under the sine wave excitation has been give ; besides these, a vibration reduction analysis of multi - story frame with friction energy dissipation has been given in the paper and some useful conclusions have been drawn

    在摩擦耗能框架結構彈塑性動力分析方面,本文建立了面向設計的摩擦耗能框架結構非線性地震反應時程分析方法,並利用vc + +編制了相應的程序idaff ;給出了帶有摩擦耗能器的有阻尼單層框架在正弦波激勵下反應的解析解;同時本文從多自山度的角度出發對摩擦耗能框架的影響因素進行分析,得出相關的結論。
  6. Explicit finite element method for calculation and analysis of the elasto - plastic dynamic response of fluid - saturated porous media

    兩相多孔介質彈塑性動力反應計算分析的顯式有限元方法
  7. Elastic - plastic dynamic response mechanism of a variable cross - section cantilever beam subjected to step load

    階躍載荷作用下變截面懸臂梁的彈塑性響應模式
  8. The article has applied the weighted residual method and laplace changing to analyze the plastic dynamic response of a simple circular plate, the influence of elastic foundation on it and drives its residual deflection and the terminal time

    摘要應用加權殘值法和拉普拉斯變換,分析彈性基礎上簡支圓板的塑性動力響應問題,彈性基礎對薄板塑性動力響應的影響,並且給出板的殘余撓度和終止運動時間。
  9. The whole dynamic response process was classified as four stages, in which the first stage and the fourth one are single plastic hinge mode, and the second and the third stage are two plastic hinges mode. a closed form for the velocity and deformation of the beam was obtained

    採用矩形形狀的屈服條件,並將梁的運動依照塑性鉸的不同分為四個不同的階段,其中第一和第四階段為單鉸運動模式,第二和第三階段為兩鉸運動模式。
  10. Dynamic plastic response

    塑性動力響應
  11. Applying weighted residual methord to analyze the plastic dynamic response of a simple circular plate on elastic foundation

    用加權殘值法分析彈性基礎上簡支圓板的塑性動力響應
  12. The dynamic plastic response for a pinned rigid plastic beam subjected to an arbitrary impulsive distributed load was investigated. the effect of strain hardening and strain rate sensitivity was ignored. the yielding curve was assumed to be rectangular

    採用剛塑性假定,忽略應變強化效應和應變率的效應並考慮由於有限變形而導致的軸力的影響,研究任意時間歷程沖擊載荷作用下簡支梁的塑性動力響應問題。
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