torsion member 中文意思是什麼

torsion member 解釋
抗扭構件
  • torsion : n. 扭轉；扭（轉）力；【物理學】扭（力）矩，轉（力）矩；【醫學】捩轉。 torsion pairing 扭曲配對。
  • member : n 1 （團體的）一分子，成員；會員；社員；議員；委員。2 政黨支部。3 手足，肢體；身體各部，（人及動...
  1. Similar comments apply to torsion if the torsional moment and twist per unit length are constant throughout a member.

    如果扭矩和單位長度上扭角沿桿件為常量，則上述的結論也可以用於扭矩。
  2. Finally, a correlative equation about bearing capacity of this structural member under bending and torsion is deduced, which may provide design of such structural members a valuable reference. to imitate centrifugal concrete - filled steel tubes used in real structures, three - dimension models are built up by using finite element method. the resistance performance of this structure under complex loads is studied

    利用三維有限元模擬分析方法對離心鋼管混凝土在彎扭組合作用、彎壓組合作用、壓扭組合作用下的構件彈性應力分佈進行了研究，分析了離心鋼管混凝土構件在組合作用下的工作機理和承載力的相關關系。
  3. Based on the model experiment of 9 normal - strength concrete specimens and 12 high - strength concrete specimens in this case, the hysteretic property and seismic performance of normal - strength and high - strength concrete frame column are analyzed, and factors that affect the seismic performance of combined torsion member are also studied. in this paper, seismic performances of reinforced concrete members are discussed

    在9根普通混凝土、 12根高強鋼筋混凝土框架柱在雙向壓彎剪反復扭矩復合作用的模型試驗研究的基礎上，對普通和高強混凝土框架柱的抗震特性和滯回特性進行了分析，研究了各影響因素對鋼筋混凝土復合受扭構件抗震性能的影響。
  4. In the current code and research references there is no detailed information for the member to bend or bend with torsion around the hollow axis

    其繞虛軸的側向屈曲和可能出現的彎扭屈曲在現行規范和研究文獻中尚未有詳盡的討論。
  5. According to the elastic bucking theory this paper reviews and compares the calculations that such member bend around the reat axis and the hollow axis as well as bend with torsion around the hollow axis. here this paper presents a formula of calculating b used in with the h - shaped anglicizing element. meanwhile, this paper deduces out a formula of calculating b. by, which the member could be controlled to only buckle around the real axis

    本文根據彈性屈曲理論對雙肢格構式單軸對稱綴板柱繞實軸、虛軸以及彎扭屈曲進行了計算分析和比較，提出了繞虛軸側向屈曲的換算長細比_ （ oy ） = （ y ~ 2 + l ~ 2 ） ~ （ 1 / 2 ）中的值用h計算單元指出的計算公式，同時推導出了單軸對稱綴板柱只出現繞實軸彎曲屈曲的最小肢間間距b 。
  6. With the development of high - rise building, the normal strength concrete and high - strength concrete are applied more and more extensively. it is necessary to study much more behaviors of combined - force member under gone bend, axial press, shear and torsion

    普通混凝土及高強混凝土隨著高層建築的發展得到廣泛的應用，有必要對普通混凝土和高強混凝土承受彎壓剪扭復合受力構件的結構性能做進一步研究。
  7. Research on the effective wall thick of rectangular member with high strength concrete under over reinforced pure torsion

    高強混凝土超筋受扭構件有效壁厚的研究
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