Analysis of Seismic Performance of Self-Centering Concrete Frame Structures Characterized by Low Prestressing and Slope Friction DOI
X. S. Sun, Lei Huang, Bin Zeng

et al.

Industrial Construction, Journal Year: 2024, Volume and Issue: 54(10), P. 38 - 45

Published: Oct. 1, 2024

Language: Английский

Seismic Performance of Self-Centering Prestressed Concrete Frame with Auxetic Perforated Steel Plate Shear Walls DOI
Yazhi Zhu, Junhua Zhang,

Xiaoning Cai

et al.

Journal of Building Engineering, Journal Year: 2025, Volume and Issue: unknown, P. 111880 - 111880

Published: Jan. 1, 2025

Language: Английский

Citations

0
Seismic performance of a self-centering concrete frame with tuned viscous mass dampers based on mode tuning design DOI
Yijie Cai, Haiwei Gu, Jiayi Shi

et al.

Structures, Journal Year: 2025, Volume and Issue: 76, P. 108991 - 108991

Published: April 26, 2025

Language: Английский

Citations

0
Experimental evaluation of multi-story self-centering prestressed concrete frames with web friction devices under cyclic loading DOI

Shiyan Cheng,

Tong Guo, Tianyu Xie

et al.

Engineering Structures, Journal Year: 2024, Volume and Issue: 323, P. 119243 - 119243

Published: Nov. 3, 2024

Language: Английский

Citations

1
Enhancing Seismic Performance of Bridges with a Novel Friction Tension Only Brace (FTOB) DOI
Muhammad Salman Khan, Tianbo Peng, Thierno Seydou Ka

et al.

Mechanisms and machine science, Journal Year: 2024, Volume and Issue: unknown, P. 1 - 13

Published: Dec. 2, 2024

Language: Английский

Citations

1
Numerical Simulation on Aftershock Fragility of Low-Ductility RC Frames under Different Mainshock-Induced Damage Conditions DOI Creative Commons

Bomin Qiu,

Jianping Han, Jun Li

et al.

Buildings, Journal Year: 2024, Volume and Issue: 14(6), P. 1519 - 1519

Published: May 24, 2024

Aftershocks typically occur multiple times following major earthquakes, potentially inflicting enhanced damage. It is crucial to quantify the impact of aftershocks on seismic performance low-ductility reinforced concrete (RC) frames with different mainshock-induced damage states. For this purpose, study investigated aftershock fragility RC states induced by mainshocks via case a six-story frame without design. The models were established OpenSees software 2.5.0. Incremental dynamic analysis (IDA) was carried out establish mainshock. Then sixty-five real inputted analyze structures main-induced Aftershock curves obtained. results show that exceedance probability higher than intact structure, corresponding each limit state. severity directly amplifies demand for in subsequent aftershocks. As increases, undergoing more severe under significantly increases.

Language: Английский

Citations

0
Experimental study on the working mechanism and seismic performance of novel energy-dissipation boxes with different configurations DOI
Tao Wang,

Mingsheng He,

Shenghong Wu

et al.

Journal of Building Engineering, Journal Year: 2024, Volume and Issue: unknown, P. 110865 - 110865

Published: Sept. 1, 2024

Language: Английский

Citations

0
Analysis of Seismic Performance of Self-Centering Concrete Frame Structures Characterized by Low Prestressing and Slope Friction DOI
X. S. Sun, Lei Huang, Bin Zeng

et al.

Industrial Construction, Journal Year: 2024, Volume and Issue: 54(10), P. 38 - 45

Published: Oct. 1, 2024

Language: Английский

Citations

0