Influence of wave travelling effect on random seismic responses of long-span spatial structures;

Wind vibration coefficient of long-span spatial structures with self-oscillating of roof and fluid-structure coupling effect;

The non-stationary random seismic analysis of long-span spatial structures under multi-support excitations of three-dimensional orthogonal earthquake motion was performed.

Wind velocity time-history numerical simulation theories in long-span spatial structures;

The anti-seismic design of Laoshan Cycling Gymnasium for Beijing 2008 Olympic Games is taken as a case study to prove that the number of vibration modes needed to ensure the accuracy of mode superposition response spectrum analysis for long-span spatial structures can be determined based o.

This thesis presents a study of seismic isolation of long-span spatial structures using SMA-rubber composite bearing.

Non-linear finite element analysis on stability of complicated large span steel structure;

The method converting the earthquake action into static load was applied to the anti-seismic design of large-span spatial structures.

Large-span spatial structure is a field that developed very fast in the recent years.

Intelligent form selection system for large span structures;

0 as the development platform,a scheme evaluation and Decision-making system of intelligent scheme design for large span structures is developed.