shear leg 中文意思是什麼
shear leg
解釋
剪股-
The test results another is made of four welded equal - leg angles with show that the ribs ( lips ) cohere with concrete very well before the specimens are damaged, and the damage modes are mainly of shear forms
結果表明：薄壁鋼管混凝土短柱以剪切破壞模式為主；肋與混凝土在試件破壞之前，均能保持良好粘結。 -
As a new structure system, the short - leg walls system has the characters of both frame - structure and shear - wall structure, but it also has some new characters of its own
短肢剪力墻結構體系作為一種新型的高層結構體系，其在結構性能方面既具有框架和剪力墻結構的雙重特點，又有區別于框架和剪力墻的許多新特點。 -
Space stiffness matrix of t - shape, l - shape and - shape short - leg shear wall is derived by virtual work principle and variational principle
利用虛功原理和變分原理分別推導了t形、 l形和一字形截面的短肢剪力墻空間單元剛度矩陣。 -
Experimental study on seismic behaviors of transfer floor from inclined column to framed short - leg shear wall
框支短肢剪力墻結構中斜柱轉換結構的抗震試驗研究 -
To give more information about the shear lag phenomena in the short leg walls, a computer program of finite element analysis is compiled
在此基礎上，論文進一步研究了剪滯效應對短肢剪力墻工作性能的影響。 -
In kinematics similarity test, test simulates specimens in earthquake action. by the hysteretic curve, anti - seismic property of t - shaped and l - shaped short - leg shear wall can be realized
並且研究了在動荷載作用下混凝土等級、截面配筋率和墻肢截面高厚比等因素對短肢剪力墻抗震性能的影響。 -
In static test, t - shaped and l - shaped specimens were respectively divided into four groups according to concrete strength grades, sectional height to thickness ratio, reinforcement ratio and ratio of axial compressive force to axial compressive ultimate capacity of section. how these factors affect the load - carrying and deformation of short - leg shear wall is known by analysis the result
在擬靜力試驗中對t形和l形短肢剪力墻分別進行了四組試驗，通過對試驗結果的分析，揭示了混凝土等級、截面配筋率、軸壓比和墻肢截面高厚比等因素對短肢剪力墻承載力和變形的影響。 -
According to the pseudo static tests on two specimens of transfer floor from inclined column to framed short - leg shear wall, which are subjected to the vertical loads and the horizontal cyclic loads, in this paper the stress distributions, final failure model of the specimens, paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail, the ductility and energy dissipation of the specimens are also specially studied
摘要通過對兩榀框支短肢剪力墻斜柱轉換結構在豎向荷載及水平低周反復荷載共同作用下的擬靜力試驗，分析了試件的應力分佈狀態、破壞形態、荷載傳遞規律以及轉換梁的受力性能和試件的抗震性能。 -
Based on the calculated results of the computer program, varied stress contribution curves of short leg walls with t, l and + shaped sections are shown in the paper, together with deformation information of members. to measure the influence of shear lag, the equivalent bend stiffness of short leg walls is introduced. the discounting coefficients of the bend stiffness of members can be used in the bars - system models of short leg walls building structures
藉助一個力學模型，論文將影響構件側移的彎曲變形、剪切變形、剪滯效應三個因素分離開，分析了剪滯效應對構件抗側性能的影響，並將該影響計入了短肢剪力墻理論抗彎剛度的折減系數，經折減的短肢剪力墻等效抗彎剛度內在包含剪滯效應的影響，可方便地用於結構的計算實際。 -
The design of special - shaped column and short - leg shear wall structure is comparatively complicated. the research of seismic property is not mature. meanwhile, comparison and analysis of the economical indexes of the above three structure are not enough, which gives a bad influence on people ' s cognition of the seismic and economical property of residence structure and is not good to people ' s hold of the application of residence
異形柱及短肢剪力墻結構的設計比較復雜，抗震性能研究不夠成熟，同時有關三種結構的經濟指標比較分析不多，影響了人們對住宅結構體系抗震及經濟綜合性能的認識，不利於業主和設計人員對住宅結構體系應用范圍的把握。 -
After studying a lot of research papers on special - shaped column and short - leg shear wall structure, i select a typical short - leg shear wall residence structure in hefei. rectangle frame, special - shaped column and short - leg shear wall structure are designed respectively by use of pkpm software according to the present design code
因此通過調查研究，選擇合肥某住宅小區典型的短肢剪力墻住宅結構為研究對象，根據現行的建築結構設計規范，利用pkpm系列軟體，分別設計成普通矩形柱框架、異形柱框架和短肢剪力墻結構。
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