elasto-plastic response 中文意思是什麼
elasto-plastic response
解釋
彈塑性反應-
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 -
In order to develop and consummate the analysis theory and calculation method of base - isolated structures, based on the research on restoring force model of isolation systems and the analysis on the nonlinear seismic response of base - isolated structures, the analysis on multi - dimensional and lateral - torsional coupled seismic response of base - isolated structures is developed in this paper. according to the mechanical performance of isolation systems, detailed analysis and improvement of the present research, an unilateral and a bilateral coupled visco - elastic hysteretic model for rubber bearings, an unilateral and a bilateral coupled visco - elasto - plastic differential hysteretic model for lead rubber bearings, an unilateral and a bilateral coupled modified visco - plastic differential hysteretic model for sliding friction bearings are proposed
為進一步發展和完善基礎隔震結構分析理論和計算方法，本文以隔震系統恢復力模型研究及基礎隔震結構非線性地震反應分析為基礎，對基礎隔震結構的多維地震反應及平?扭耦聯地震反應開展了以下幾方面的研究工作：根據隔震系統力學性能的特點，在現有研究成果的基礎上，對隔震系統恢復力計算模型進行了改進和創新，提出了普通疊層橡膠支座單向及雙向耦合粘彈性恢復力計算模型，鉛芯疊層橡膠支座單向及雙向耦合粘彈塑性微分型恢復力計算模型，摩擦滑動支座單向及雙向耦合修正粘塑性微分型恢復力計算模型。 -
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。 -
For spatial, ideal elasto - plastic girder - pane structure system, using the stochastic finite element method, the static response of structural system is analyzed. taking redistribution of internal forces into account, safety margin functions of failure modes are established. using the advanced branch - and - bound method, the significant failure modes are identified, and the reliability of structural system is evaluated by pnet method
對空間理想彈塑性梁板體系結構，採用隨機有限元計算結構系統的響應量；考慮內力重新分配，建立失效模式的安全余量方程，用驗算點法計算失效模式安全余量的可靠性指標；用改進的分枝限界法，尋找主要失效模式：然後用pnet法計算結構系統的可靠性指標（或失效概率） 。 -
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。 -
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 -
This paper introduces some current earthquake intensity indices and presents earthquake intensity indices based on wavelet analysis. to research the effect of the earthquake intensity on the structure response, this paper analyzes elasto - plastic performance of two building structures in 8 defending intensity with the help of canny program and analyzes the relation between the structure response and the earthquake intensity indices
為了研究地震強度對結構反應的影響，本文使用canny程序對兩個抗震設防等級為8度的建築進行了彈塑性時程分析，並對結構在10條實際地震波和15條人工地震波作用下彈塑性時程分析的結果和輸入地震波的各種控制指標的關系進行了對比分析。
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