Seismic resilience comparison of CFST frame and HSS frame structures: An assessment based on economic and carbon emission indicators DOI
Jiajun Du, Wei Wang,

Shiye Wang

et al.

Journal of Constructional Steel Research, Journal Year: 2024, Volume and Issue: 221, P. 108902 - 108902

Published: July 27, 2024

Language: Английский

Quantifying near-fault impulsive effect on inelastic displacement ratios of self-centering SDOF systems using spectral-equivalent ground motions DOI

Wuhua Xie,

Ke Ke,

Xuhong Zhou

et al.

Structures, Journal Year: 2024, Volume and Issue: 60, P. 105915 - 105915

Published: Jan. 30, 2024

Language: Английский

Citations

2
Machine Learning for Seismic Vulnerability Assessment: A Review DOI
Jerime C. Jimenez,

Orlean G. Dela Cruz

Lecture notes in civil engineering, Journal Year: 2024, Volume and Issue: unknown, P. 177 - 187

Published: Jan. 1, 2024

Language: Английский

Citations

2
Seismic performance of masonry structures in the rural area during the November 23, 2022, Düzce-Gölyaka earthquake DOI
İbrahim Özgür Dedeoğlu, Musa Yetki̇n, Yusuf Calayır

et al.

Journal of Building Engineering, Journal Year: 2024, Volume and Issue: 96, P. 110373 - 110373

Published: Aug. 8, 2024

Language: Английский

Citations

2
Hybrid Self-Centering Connection Employing Energy Dissipation Sequences: Experimental Study and a Structural Seismic Demand Perspective DOI
Huanyang Zhang,

Xuhong Zhou,

Ke Ke

et al.

Journal of Structural Engineering, Journal Year: 2023, Volume and Issue: 149(11)

Published: Sept. 8, 2023

This study reported an experimental of hybrid-self-centering connections (HSCCs) employing energy dissipation sequences. The dual self-centering mechanism the connection consisting post-tensioned (PT) steel strands and shape memory alloy (SMA) bolts provided driving force, sequences can be realized by friction dampers SMA bolts. An program five proof-of-concept was tested under cyclic loading scenarios. test results including hysteretic responses, strain gauge readings, force evolution in PT strands, strength stiffness, capability, ability were examined discussed. obvious trilinear feature accompanied excellent ability, moderate satisfactory ductility confirmed. In addition, encouraging repairability verified retests repaired specimens. Subsequently, finite element (FE) models developed to further examine behavior proposed connection. A design model enabling quantification multilinear moment-rotation responses good agreement between stiffness from data confirmed rationality model. analysis nonlinear spectral analyses effectiveness structures equipped with HSCC reducing acceleration response.

Language: Английский

Citations

6
Seismic resilience comparison of CFST frame and HSS frame structures: An assessment based on economic and carbon emission indicators DOI
Jiajun Du, Wei Wang,

Shiye Wang

et al.

Journal of Constructional Steel Research, Journal Year: 2024, Volume and Issue: 221, P. 108902 - 108902

Published: July 27, 2024

Language: Английский

Citations

1