抗扭构件的刚度计算公式可应用于钢筋混凝土平板-异形柱板柱结构体系的等效柱理论分析。
The theory expression of transverse torsion member can be applied to equivalent column method to analyze the behavior of reinforced concrete flat plate-special-shaped column structural system.
结构层高与柱高宽比愈小，主要抗侧力构件沿结构周边布置愈分散、均匀，结构的抗扭刚度愈大。
The structural torsion stiffness will increase when the structure is taller and the column section ration of height to width is smaller.
本文根据砼的双轴强度特性，导出了预应力受扭构件抗裂度提高系数的表达式。
The expression of coefficient of increase in cracking resistance in prestressed torsional members is derived on the basis of concrete characteristics under biaxial strength.
通过钢纤维高强砼矩形截面构件的受扭试验，着重探讨了钢纤维对纯扭构件抗扭性能的影响。
The behavior of steel fiber high-strength concrete rectangular members subjected to pure torsion is studied.
近年来，国内外对结构扭转性能与构件的抗扭性能进行了许多研究，并取得了有效成果。
Results show that eccentricity reduction can effectively weaken torsion effect and improve the structure of the seismic performance.
近年来，国内外对结构扭转性能与构件的抗扭性能进行了许多研究，并取得了有效成果。
Results show that eccentricity reduction can effectively weaken torsion effect and improve the structure of the seismic performance.
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