Find the angular deformation sustained with such loading . 求在這種載荷下出現(xiàn)的角變形。
Consideration of the additional axial , two angular deformations generated by the bond slipping in anchorage zones of joints , the assumption is made , that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements . additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements . the space bond slip relation can truly compute bond slip in anchorage zones , additional def ? rmatinns , and their contribution to the space nonlinearity of a niember , has used iii space nonlinear analysis of columns and spandrel beams in this dissertation 附加變形對(duì)塑性子區(qū)域的剛度貢獻(xiàn),看作是塑性子區(qū)域的邊界非線性,建立了構(gòu)件端部子區(qū)域基于構(gòu)件邊界非線性的鋼筋與砼之間的空間粘結(jié)滑移關(guān)系,能較真實(shí)地求得錨固區(qū)的粘結(jié)滑移、附加變形以及他們對(duì)構(gòu)件空間非線性性能的貢獻(xiàn),并運(yùn)用于柱、裙梁的空間非線性分析之中。