V Broujerdian… - Bulletin of Earthquake …, 2022 - Springer
This paper presents a comparative study of the seismic performance of base-rocking and bi- rocking walls with different location of the rocking section systems. To this aim, structures of …
This paper investigates the dynamic response of an elastic single‐degree‐of‐freedom oscillator coupled with a rocking wall. Both configurations of a stepping rocking wall and a …
J Bae, X Huang, Z Zhang - Scientific Reports, 2024 - nature.com
This paper demonstrates the enhanced resilience performance of steel structures with viscoelastic friction dampers (VEFDs) based on numerical simulations of building …
Controlled-rocking steel cores (CRSCs) effectively prevent earthquake-induced residual damage while may suffer large lateral displacements. This paper gives a particular …
This paper investigates the inelastic response of a yielding single-degree-of-freedom oscillator coupled with a rocking wall. Configurations of both a stepping rocking wall and a …
M Ferraioli, B Laurenza, A Lavino… - Steel and Composite …, 2023 - koreascience.kr
Seismic retrofit of an existing steel-reinforced concrete hospital building that features innovative use of a continuous energy-dissipative steel column (CEDC) system is presented …
Z Zhai, W Guo, Y Liu, Y Ma, F Zhou - Engineering Structures, 2022 - Elsevier
This paper proposes a novel precast self-centering shear wall with multiple hinged joints (PSCSWMHJ) as an alternative seismic resilient system, which is composed of pinned …
As a result of rapid urbanization worldwide, there is an increasing demand for high-rise buildings, creating an acute need for more resilient tall structures, especially in regions of …
J Zhao, H Qiu - Journal of Constructional Steel Research, 2024 - Elsevier
To upgrade the existing RC frame structure with insufficient seismic design, a novel and advanced gapped eccentric steel brace (GESB) system was proposed. The finite element …