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学者姓名：张建伟
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摘要 ：
There is a growing interest in the development of precast structures. In this paper, a semi-precast high-strength recycled aggregate concrete (RAC) column with high-strength reinforcement was studied, which was consisted of cast-in-situ core concrete surrounded by a precast external shell. Six full-scale columns were fabricated and tested under cyclic lateral load, of which two were cast-in-situ columns and four were semi-precast columns. The penetration of shear reinforcement between precast external shell and cast-in-situ core column, core column diameter and axial load were the major design parameters. The test results showed that all specimens exhibited a good deformation capacity with an ultimate drift ratio greater than 3%. The semi-precast columns had comparable seismic performance with the cast-in-situ columns, indicating that the penetrating shear reinforcement and the core column diameter had little effect on the seismic performance. The core column diameter could be selected according to the practical engineering requirements. Increasing the axial load can significantly improve the lateral load-carrying capacity of the specimens, but would result in larger residual drift ratio, which was adverse to the repairability of the specimens. The flexural deformation and the deformation resulting from slippage of longitudinal reinforcement in the concrete foundation accounted for 50%-80% and 10%-20% of the lateral displacement, respectively, which should not be ignored in the deformation calculation; however, the shear deformation can be ignored. The optimized models applicable to calculate the F-Delta curves of semi-precast high-strength RAC columns with high-strength reinforcement were proposed. Parametric analysis based on the optimized models was carried out to develop N-M curves for various precast external shell or core column concrete strength, and core column diameters.
关键词 ：
Fiber-based method model Fiber-based method model High-strength recycled aggregate concrete High-strength recycled aggregate concrete High-strength reinforcement High-strength reinforcement Seismic behavior Seismic behavior Semi-precast column Semi-precast column
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| GB/T 7714 | Zhang, Jianwei , Tao, Xinyi , Liu, Juan et al. Seismic performance of semi-precast high-strength recycled aggregate concrete columns with high-strength reinforcement [J]. | JOURNAL OF BUILDING ENGINEERING , 2022 , 45 . |
| MLA | Zhang, Jianwei et al. "Seismic performance of semi-precast high-strength recycled aggregate concrete columns with high-strength reinforcement" . | JOURNAL OF BUILDING ENGINEERING 45 (2022) . |
| APA | Zhang, Jianwei , Tao, Xinyi , Liu, Juan , Dong, Hongying , Cao, Wanlin . Seismic performance of semi-precast high-strength recycled aggregate concrete columns with high-strength reinforcement . | JOURNAL OF BUILDING ENGINEERING , 2022 , 45 . |
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摘要 ：
Three 2-story frame-shear wall structures that integrated the advantages of composite structure and highperformance materials were designed and tested under cyclic lateral loading to develop a high-performance structure with satisfactory seismic behavior and reparability. HRB 600 MPa steel bars (i.e., hot rolled ribbed rebar with nominal yield strength of 600 MPa) and 1400 MPa ultra-high strength (UHS) steel bars were used for vertical component reinforcement, and different reinforcement configurations were taken as the design parameters. The results showed that the proposed structure can be repaired at a large drift of 2% and ensure sufficient collapse resistance capacity as well. The structure only reinforced with HRB 600 MPa longitudinal bars in vertical components showed better energy consumption capacity but serious concrete damage. Replacing all HRB 600 MPa longitudinal bars with an equal strength of UHS longitudinal bars have a more pronounced role in avoiding the deformation and damage concentration in the lower floor and controlling the growth rate of residual drift than partially replaced hybrid reinforced structures. The UHS reinforcement concealed bracing can effectively decrease the shear strength degradation, control the damage of shear wall, and improve the reparability of the structure. According to the failure mechanism, an ideal load-deformation response to reflect the damage state was proposed.
关键词 ：
Composite structure Composite structure High-strength steel bars High-strength steel bars Reparability Reparability Seismic behavior Seismic behavior Steel fiber-reinforced high-strength concrete Steel fiber-reinforced high-strength concrete
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| GB/T 7714 | Zhang, Jianwei , Liu, Juan , Zhang, Deli et al. Hysteretic behavior of high-performance frame-shear wall composite structure with high-strength steel bars [J]. | JOURNAL OF BUILDING ENGINEERING , 2022 , 45 . |
| MLA | Zhang, Jianwei et al. "Hysteretic behavior of high-performance frame-shear wall composite structure with high-strength steel bars" . | JOURNAL OF BUILDING ENGINEERING 45 (2022) . |
| APA | Zhang, Jianwei , Liu, Juan , Zhang, Deli , Huang, Xuanming . Hysteretic behavior of high-performance frame-shear wall composite structure with high-strength steel bars . | JOURNAL OF BUILDING ENGINEERING , 2022 , 45 . |
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摘要 ：
为研究半预制HRB600级钢筋钢纤维高强混凝土梁(简称半预制梁)的受弯性能,设计了5根半预制梁进行了三分点单调加载试验,分析了预制外壳混凝土强度、钢纤维掺量以及键槽间距等因素对半预制梁承载力、挠度、裂缝发展变化规律的影响,并与现浇HRB600级钢筋高强混凝土梁(简称现浇梁)进行了比较.结果 表明,半预制梁与现浇梁表现出相同的受力特点和变形特征;预制外壳加入钢纤维可提高试验梁的开裂荷载,改善延性,减小裂缝宽度;提高预制外壳混凝土强度可提高试验梁的极限承载力;设置键槽,可提高梁的极限承载力,延缓刚度退化,改善延性;设置键槽的半预制梁在受弯荷载下的承载力、裂缝宽度、挠度可按《纤维混凝土结构技术规程》(CECS 38:2004)计算.
关键词 ：
受弯性能 受弯性能 半预制 半预制 钢纤维 钢纤维 高强混凝土 高强混凝土 键槽 键槽
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| GB/T 7714 | 张建伟 , 刘娇 , 蔡汝幸 et al. 半预制HRB600级钢筋钢纤维高强混凝土梁受弯性能试验研究 [J]. | 建筑结构 , 2021 , 51 (5) : 48-53,7 . |
| MLA | 张建伟 et al. "半预制HRB600级钢筋钢纤维高强混凝土梁受弯性能试验研究" . | 建筑结构 51 . 5 (2021) : 48-53,7 . |
| APA | 张建伟 , 刘娇 , 蔡汝幸 , 张德利 . 半预制HRB600级钢筋钢纤维高强混凝土梁受弯性能试验研究 . | 建筑结构 , 2021 , 51 (5) , 48-53,7 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
为研究配置不同等级高强钢筋的损伤可控高强混凝土叠合柱的抗震与可恢复性能,进行了3根截面尺寸为600 mm×600 mm的高强混凝土叠合柱在高轴压比条件下的低周反复荷载试验,试件所用钢筋为HRB600级高强钢筋及1 200 MPa级超高强钢筋,主要设计变化参数为超高强纵筋配置比例及箍筋间距.基于试验对比分析了各试件的破坏形态、滞回性能、承载力、变形能力、刚度退化、耗能能力与震后可恢复性能.结果表明:配置高强钢筋的高强混凝土叠合柱在低周反复荷载作用下呈弯曲破坏形态;提高纵筋中超高强钢筋配置比例能够有效提升高强混凝土叠合柱的变形性能,减轻震后损伤程度;减小箍筋间距在提升高强混凝土叠合柱抗震耗能能力的...
关键词 ：
损伤可控 损伤可控 高强混凝土 高强混凝土 滞回性能 滞回性能 叠合柱 叠合柱 高强钢筋 高强钢筋
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| GB/T 7714 | 张建伟 , 阚文亮 , 刘潇 et al. 损伤可控高强混凝土叠合柱滞回性能试验研究 [J]. | 天津大学学报(自然科学与工程技术版) , 2021 , 54 (02) : 144-153 . |
| MLA | 张建伟 et al. "损伤可控高强混凝土叠合柱滞回性能试验研究" . | 天津大学学报(自然科学与工程技术版) 54 . 02 (2021) : 144-153 . |
| APA | 张建伟 , 阚文亮 , 刘潇 , 曹万林 , 陈泽巧 . 损伤可控高强混凝土叠合柱滞回性能试验研究 . | 天津大学学报(自然科学与工程技术版) , 2021 , 54 (02) , 144-153 . |
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摘要 ：
加劲肋对方钢管再生混凝土黏结性能的影响
关键词 ：
推出试验 推出试验 再生混凝土 再生混凝土 栓钉 栓钉 钢管混凝土 钢管混凝土 黏结性能 黏结性能 加劲肋 加劲肋
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复制并粘贴一种已设定好的引用格式，或利用其中一个链接导入到文献管理软件中。
| GB/T 7714 | 董宏英 , 陈学鹏 , 曹万林 et al. 加劲肋对方钢管再生混凝土黏结性能的影响 [J]. | 董宏英 , 2021 , 47 (2) : 147-153 . |
| MLA | 董宏英 et al. "加劲肋对方钢管再生混凝土黏结性能的影响" . | 董宏英 47 . 2 (2021) : 147-153 . |
| APA | 董宏英 , 陈学鹏 , 曹万林 , 张建伟 , 赵洪飞 , 北京工业大学学报 . 加劲肋对方钢管再生混凝土黏结性能的影响 . | 董宏英 , 2021 , 47 (2) , 147-153 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
半预制HRB600级钢筋钢纤维高强混凝土梁受弯性能试验研究
关键词 ：
键槽 键槽 高强混凝土 高强混凝土 受弯性能 受弯性能 钢纤维 钢纤维 半预制 半预制
引用：
复制并粘贴一种已设定好的引用格式，或利用其中一个链接导入到文献管理软件中。
| GB/T 7714 | 张建伟 , 刘娇 , 蔡汝幸 et al. 半预制HRB600级钢筋钢纤维高强混凝土梁受弯性能试验研究 [J]. | 张建伟 , 2021 , 51 (5) : 48-53,7 . |
| MLA | 张建伟 et al. "半预制HRB600级钢筋钢纤维高强混凝土梁受弯性能试验研究" . | 张建伟 51 . 5 (2021) : 48-53,7 . |
| APA | 张建伟 , 刘娇 , 蔡汝幸 , 张德利 , 建筑结构 . 半预制HRB600级钢筋钢纤维高强混凝土梁受弯性能试验研究 . | 张建伟 , 2021 , 51 (5) , 48-53,7 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
为了解HRB600级钢筋钢纤维高强混凝土柱的受压性能,推动高强钢筋和高强混凝土的工程应用,进行了 3根混凝土强度等级为C80、截面尺寸为600mmx600mm、不同偏心距的HRB600级钢筋钢纤维高强混凝土柱的受压试验,分析了其破坏特征、变形能力和材料应变发展规律,并与相应的HRB600级钢筋高强混凝土柱受压试验结果进行了比较.试验结果表明:在高强混凝土中掺入适量钢纤维,可以使柱的裂缝宽度明显减小、裂缝间距缩短,降低柱的损伤程度,提高其延性和变形能力,增强HRB600级钢筋与高强混凝土的协同工作性能,使两种材料的强度优势得以充分发挥,获得高性能的柱构件.
关键词 ：
单调加载 单调加载 高强混凝土柱 高强混凝土柱 受压性能 受压性能 HRB600级钢筋 HRB600级钢筋 钢纤维 钢纤维
引用：
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| GB/T 7714 | 张建伟 , 刘娟 , 冯曹杰 et al. HRB600级钢筋钢纤维高强混凝土柱的受压性能 [J]. | 建筑结构 , 2021 , 51 (4) : 71-76,32 . |
| MLA | 张建伟 et al. "HRB600级钢筋钢纤维高强混凝土柱的受压性能" . | 建筑结构 51 . 4 (2021) : 71-76,32 . |
| APA | 张建伟 , 刘娟 , 冯曹杰 , 曹万林 . HRB600级钢筋钢纤维高强混凝土柱的受压性能 . | 建筑结构 , 2021 , 51 (4) , 71-76,32 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
HRB600级钢筋钢纤维高强混凝土柱的受压性能
关键词 ：
HRB600级钢筋 HRB600级钢筋 单调加载 单调加载 高强混凝土柱 高强混凝土柱 钢纤维 钢纤维 受压性能 受压性能
引用：
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| GB/T 7714 | 张建伟 , 刘娟 , 冯曹杰 et al. HRB600级钢筋钢纤维高强混凝土柱的受压性能 [J]. | 张建伟 , 2021 , 51 (4) : 71-76,32 . |
| MLA | 张建伟 et al. "HRB600级钢筋钢纤维高强混凝土柱的受压性能" . | 张建伟 51 . 4 (2021) : 71-76,32 . |
| APA | 张建伟 , 刘娟 , 冯曹杰 , 曹万林 , 建筑结构 . HRB600级钢筋钢纤维高强混凝土柱的受压性能 . | 张建伟 , 2021 , 51 (4) , 71-76,32 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
To study the influence of masonry infill walls on the hysteretic performance of reinforced concrete frames, a cyclic experiment was conducted for three two-story and two-span reinforced concrete frame structures, including one reinforced concrete frame without infill walls and two frames with infill walls. Whether the infill walls were constructed in the frames and the type of infilled material were the main parameters of the test. The major results reveal that: the infill walls clearly changed the mechanical mechanism of the frame structure at the early stage of loading, magnified the stiffness and horizontal bearing capacity of the frame structure, and enhanced the energy dissipation capacity of the frame structure, but reduced the deformation performance of the frame structure. In the later stage of loading, the infill walls would no longer work as one with the frame gradually with the failure of the infill walls, and the above performance of the structure would approach the empty frame structure. Moreover, the initial stiffness, energy dissipation capacity, and horizontal bearing capacity of the frame with infill walls of clay hollow bricks were the highest among the three specimens. But due to the strong diagonal bracing effect, the damage to the top of the columns and beam-column joints was serious, the yield displacement was reduced significantly, and the shear failure of the top of the columns and the joints occurred prematurely, which showed poor performance of deformation and ductility. However, the frame with infill walls of relatively soft aerated lightweight concrete blocks showed better performance of deformation and ductility.
关键词 ：
cyclic loading test cyclic loading test seismic behavior seismic behavior infill wall infill wall reinforced concrete frame structure reinforced concrete frame structure
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| GB/T 7714 | Wang, Fei , Zhao, Kaozhong , Zhang, Jianwei et al. Influence of Different Types of Infill Walls on the Hysteretic Performance of Reinforced Concrete Frames [J]. | BUILDINGS , 2021 , 11 (7) . |
| MLA | Wang, Fei et al. "Influence of Different Types of Infill Walls on the Hysteretic Performance of Reinforced Concrete Frames" . | BUILDINGS 11 . 7 (2021) . |
| APA | Wang, Fei , Zhao, Kaozhong , Zhang, Jianwei , Yan, Kai . Influence of Different Types of Infill Walls on the Hysteretic Performance of Reinforced Concrete Frames . | BUILDINGS , 2021 , 11 (7) . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
为了解决方钢管再生混凝土界面黏结性能不足的问题,进行30个设置加劲肋或栓钉的方钢管再生混凝土推出试验.核心区混凝土采用2种水胶比和3种再生粗骨料取代率.通过试件的破坏形态、荷载-位移曲线和钢管应变,分析钢管内不同构造措施和混凝土类型对黏结性能的影响,并对水平加劲肋试件抗剪强度进行计算.结果表明:纵向加劲肋、水平加劲肋均能有效提高方钢管再生混凝土界面黏结强度、残余黏结强度和耗能能力;纵向加劲肋与水平加劲肋的复合构造改善效果最好,复合构造与2种构造简单叠加结果相比,黏结强度提高5.4％;栓钉构造仅增加初期黏结强度,对残余黏结强度影响不大;随着构造措施的加强,相比于高水胶比试件,低水胶比试件的黏结强度提高更多;再生粗骨料全取代的方钢管再生混凝土黏结性能不稳定;采用的水平加劲肋试件抗剪强度计算方法与试验结果相比偏于安全.
关键词 ：
再生混凝土 再生混凝土 加劲肋 加劲肋 推出试验 推出试验 栓钉 栓钉 钢管混凝土 钢管混凝土 黏结性能 黏结性能
引用：
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| GB/T 7714 | 董宏英 , 陈学鹏 , 曹万林 et al. 加劲肋对方钢管再生混凝土黏结性能的影响 [J]. | 北京工业大学学报 , 2021 , 47 (2) : 147-153 . |
| MLA | 董宏英 et al. "加劲肋对方钢管再生混凝土黏结性能的影响" . | 北京工业大学学报 47 . 2 (2021) : 147-153 . |
| APA | 董宏英 , 陈学鹏 , 曹万林 , 张建伟 , 赵洪飞 . 加劲肋对方钢管再生混凝土黏结性能的影响 . | 北京工业大学学报 , 2021 , 47 (2) , 147-153 . |
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