更正:轴向荷载和剪切跨度对使用端部固定超高强度钢筋加固的 CFT 柱抗震性能的影响

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Bulletin of Earthquake Engineering Pub Date : 2024-06-18 DOI:10.1007/s10518-024-01952-7
Gaochuang Cai, Yue Wen, Prafulla B. Malla, Takashi Fujinaga, Amir Si Larbi
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Correction: Effect of axial load and shear span on seismic performance of CFT columns reinforced with end-fixed ultra-high strength rebars
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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
期刊最新文献
Towards seismic risk reduction of critical facilities combining earthquake early warning and structural monitoring: a demonstration study Seismic evaluation and comparison of ground motion characteristics in Kahramanmaras and Hatay provinces following the 2023 Pazarcik-Elbistan Earthquake sequences Using image-based inspection data to improve response predictions of earthquake-damaged unreinforced masonry buildings Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay Influence of opening shape, size and position on the ultimate strength, stiffness and energy dissipation of confined brick masonry walls
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