In this paper, the stressing state modeling analysis of the residual strain data of H-steel
columns reveals three characteristic points that exist during the failure of H-steel columns …

This paper reveals the failure characteristic points of the spiral reinforced column during the
damage process by modeling and analyzing the stressing state of the column with the test …

In this paper, a finite element model (FEM) is developed based on a set of circular steel tube
reinforced concrete (CTRC) columns with axial compression and eccentric compression …

The present paper gives a method to directly estimate the dynamic failure peak ground
acceleration of single-layer reticulated domes according to the Chinese earthquake …

Seismic stability of single-layer dome structures is closely related to both the external
seismic ground motions and structural properties. The physical mechanism of seismic …

In this paper a novel method is proposed to fabricate small single-layer shell models with a
high similarity between the models and prototype structures, particularly in their topological …

In this paper the strain energy density (SED) model is used to analyze the seismic behavior
of suspen-domes and a new criterion is established for judging the seismic failure based on …

The aim of this paper is to propose a new failure criterion for thin-walled steel frame
structures based on the sum of the structural exponential strain energy density (ESED) …

Rice husks as common agricultural remnants with low density and good thermal conductivity
properties have been used in infill walls in the northern area of China. Accordingly, many …