Experimental study and numerical simulation of replaceable corrugated steel plate-concrete composite shear walls

W Wang, J Song, M Hou, G Liu, W Wang - Soil Dynamics and Earthquake …, 2019 - Elsevier
In this paper, a new structural form of installing a replaceable corner tension-and-
compression damper (RCTCD) at the bottom of corrugated steel plate-concrete (CSPC) …

Reducing the seismic vulnerability of existing elevated silos by means of base isolation devices

A Kanyilmaz, CA Castiglioni - Engineering structures, 2017 - Elsevier
Industrial silos are used for storing a huge range of different materials. In the last decades,
many of these structures were damaged by natural events, among which the earthquakes …

Seismic behavior of an industrial steel structure retrofitted with self-centering hysteretic dampers

F Morelli, A Piscini, W Salvatore - Journal of Constructional Steel Research, 2017 - Elsevier
The evaluation of seismic vulnerability of industrial constructions is a more and more
relevant issue considering the damage occurred as consequence of recent earthquakes all …

Intervention cost optimization of bracing systems with multiperformance criteria

F Braga, R Gigliotti, R Laguardia - Engineering Structures, 2019 - Elsevier
In this paper a multiperformance optimization procedure to design dissipative bracing
systems controlling the structural performance while minimizing the intervention cost is …

Seismic performance of a steel frame assembled with a CFST-bordered composite wall structure

WL Cao, RW Wang, F Yin, HY Dong - Engineering Structures, 2020 - Elsevier
This paper proposes a steel frame assembled with a concrete-filled steel tubular (CFST)-
bordered composite wall structure. The composite wall was fabricated as an assembled …

Quasi-static cyclic test on seismic performance of steel reinforced concrete frame with replaceable energy-dissipating member

Y **ao, Y Zhang, L Zeng, Y Liu, K Zhou, A Wang, R Li - Structures, 2023 - Elsevier
In view of damage controlling and earthquake-resilient performance, the steel reinforced
concrete (SRC) frame with replaceable energy-dissipating member (REDM) is proposed …

Influence of repairable bolted dissipative beam splices (structural fuses) on reducing the seismic vulnerability of steel-concrete composite frames

A Kanyilmaz, M Muhaxheri, CA Castiglioni - Soil Dynamics and Earthquake …, 2019 - Elsevier
After a strong earthquake, repair work of conventional steel-concrete composite buildings
can be very expensive, and very often, impossible due to practical problems. Within the EU …

Experimental and analytical investigation on the compressive behavior of double-skin steel-concrete composite tube walls

R Pang, W Wang, F Zhou, S Ding - Journal of Building Engineering, 2023 - Elsevier
An innovative structural wall named double-skin steel-concrete composite tube (DSCCT)
wall is proposed in this paper. The proposed wall is composed of rectangular steel …

Seismic behavior of concrete-filled double-skin steel tube/moment-resisting frames with beam-only-connected precast reinforced concrete shear walls

Y Hu, J Zhao, D Zhang, Y Chen - Archives of Civil and Mechanical …, 2019 - Springer
Concrete-filled double-skin steel tube (CFDST) attracts attention from researchers for it
exhibits high strength, good ductility and energy dissipation capacity. In this paper, CFDST …

A simplified method to predict torsional effects on asymmetric seismic isolated buildings under bi-directional earthquake components

R Laguardia, C Morrone, M Faggella… - Bulletin of Earthquake …, 2019 - Springer
The assessment of maximum displacement demand is a crucial point in the design of
seismic isolating systems, in particular when the non linear behaviour of devices is modeled …