The purpose of this thesis is to explore the geometric nonlinear seismic response time integration of open thin-walledframe structures.
本文的主要目的是探讨在需要考虑几何非线性的情况下，开口薄壁杆件结构的地震反应时程分析。
2
By use of the uniformization technique, a continuous computational model is developed for the analysis of frame-shear wall-thin walled core skew combined structures.
采用沿高度方向连续化的方法，建立了框架-剪力墙-薄壁筒斜交结构协同分析的连续化计算模型。
3
The structure of thin-walled box girders are commonly applied in some large span continuous beam bridges and rigid frame bridges in our country.