In the current modern era of information and technology, the concept of Building Information
Modeling (BIM), has made revolutionary changes in different aspects of engineering design …

An innovative hybrid linked columns steel plate shear wall (HLCS) system provided, and its
cyclic behavior and energy absorption are investigated by finite element method in this …

The damage indices are widely used to evaluate the performance level and damage state of
structural elements in buildings subjected to seismic actions. Despite the widespread …

This paper focuses on the seismic damage assessment mechanism of recycled aggregate
concrete-filled square steel tube (RACFSST) columns via the seismic test results of 95 …

The buckling-restrained braced frames with eccentric configurations (BRBFECs) are stable
cyclic behavior and high energy absorption capacity. Furthermore, they have an …

Steel plate shear walls usually do not satisfy the strong-column weak-beam design criteria,
leading to larger column sections. On the other hand, rigid frame structures are typically …

Preventing damages and reducing the consequences of natural disasters such as
earthquakes are nowadays considered as the most important considerations in improving …

The buckling-restrained braced frames with eccentric configurations (BRBF-Es) exhibit
stable cyclic behavior and possess a high energy absorption capacity. Additionally, they …

Nowadays, the dual system consisting of moment resisting frame with energy dissipation
devices was suitable to be employed for high-rise buildings in the area with high seismic …

In this paper, a novel Internally Stiffened Double Steel Plate Shear Wall (ISD-SPSW) is
proposed based on the concept of improving the buckling mode of steel plates and …