buckling of frame 中文意思是什麼
buckling of frame
解釋
機架彎曲-
The linear elastic slope deflection equations of gable portal frames when occur the side - sway and non - sway buckling are derived. the equations considere the rafter slope and the vertical uniform loading subjected on the rafter. the established equations of non - sway buckling can consider the effect of snap change effect of gable frame
推導了山形門式剛架有側移失穩和無側移失穩的線彈性位移方程，方程考慮了斜梁傾角和斜樑上豎向均布荷載的影響;建立了能考慮山形門式剛架跨變效應的無側移失穩位移方程。 -
Analysis the force on the falsework by comparison to three calculation methods, referring the designing standard steel tube scaffold of buckling element, lattice column of steel frame and the computer program of sap2000. the result provides strong guidance for practicing it
基於扣件式鋼管腳手架設計規范、鋼框架格構柱及sap2000程序等三種方法對胎架結構受力進行分析、比較，其結果對工程實踐有重要的指導作用。 -
Study on seismic behavior of buckling restrained braced steel frame structure
唐鋼合理爐料結構研究 -
On this basis, the further research of anti - seismic of buckling restrained braced frame is performed. derive additional damping and influence of buckling restrained brace to column axis strength. example proved, as to concentrically braced frame, buckling restrained braced frame has better anti - seismic performance
在此基礎上，將此種支撐應用於框架中，對防屈曲支撐框架的抗震性能作了進一步的研究，推導了防屈曲支撐的附加阻尼比以及防屈曲支撐對柱附加軸力的影響，並且通過對一個算例進行非線性時程分析驗證了相對于普通中心支撐框架，防屈曲支撐框架具有更好的抗震性能。 -
This paper conducts a study of nonlinear stability behavior of a long - span prestressed concrete rigid - frame bridge at cantilever construction stage respectively by means of buckling, collapse theories and 3d nonlinear digital models, discusses the stability characteristics of other similar bridges at the same construction stage, and also generalizes some helpful conclusions
摘要分別採用屈曲理論和壓潰理論，利用三維非線性數字模型，研究了懸臂施工階段大跨度預應力混凝土剛構橋的非線性穩定行為，探討了同類橋梁懸臂施工階段的穩定性，得出了一些有益的結論。 -
In order to improve the buckling performance of brace, make in earthquake occurrence, no buckling of brace will take place, as to traditional concentrically braced frame put forward a new system can avoid brace buckling, called buckling restrained braced frame
為了改善支撐的屈曲性能，使得在地震作用時，支撐不發生側向屈曲，相對于傳統中心支撐框架提出了一種新的可以避免支撐屈曲的體系，稱為防屈曲支撐框架。
分享友人