Query：
学者姓名：刘学春
Refining：
Year
Type
Indexed by
Source
Complex
Co-Author
Language
Clean All
Abstract ：
本公开涉及一种装配式剪力墙体系及施工方法，该装配式剪力墙体系包括预制的剪力墙本体、预制的楼板、梁构件；剪力墙本体包括预制的剪力外墙和预制的剪力内墙，剪力外墙的至少一端一体预制成型有折弯拐角，剪力外墙和剪力内墙连接并围合形成装配空间，剪力外墙内具有保温层；梁构件、楼板均设置在装配空间内，梁构件的两端分别与装配空间的内壁连接，装配空间的内壁上设置有位于梁构件上方的支撑结构，楼板位于支撑结构上并与梁构件连接。这样将预制好的剪力外墙、剪力内墙、楼板运输至现场即可快速组装，与现有技术中在施工现场制作相比，本公开的装配式剪力墙体系在现场施工的施工进度和施工效率较高，现场环境污染较小。
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | 刘学春 , 王晶 , 柴成源 et al. 装配式剪力墙体系及施工方法 : CN202310238779.X[P]. | 2023-03-14 . |
| MLA | 刘学春 et al. "装配式剪力墙体系及施工方法" : CN202310238779.X. | 2023-03-14 . |
| APA | 刘学春 , 王晶 , 柴成源 , 吕宝华 , 陈学森 . 装配式剪力墙体系及施工方法 : CN202310238779.X. | 2023-03-14 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
本申请公开了一种带波形板的全装配式钢异形边柱以及角柱，属于结构工程技术领域，本申请的钢异形边柱由第一工字型钢柱、第二工字型钢柱、第三工字型钢柱、波形板、角钢连接件和螺栓螺母组件组成。钢构件的制作和焊接部分在工厂内完成，焊接质量容易控制，施工现场仅需将预制好的构件吊装并通过高强螺栓连接，施工效率高。本申请的异形柱同时具备力学性能和实用性能上的优点：在力学性能方面，本申请的异形柱具有良好的承载能力和抗震性能；在实用性能方面，本申请着重实现快速装配理念和解决房屋中“凸柱”问题。
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | 张爱林 , 范赛雪 , 姜子钦 et al. 一种带波形板的全装配式钢异形边柱以及角柱 : CN202320507359.2[P]. | 2023-03-07 . |
| MLA | 张爱林 et al. "一种带波形板的全装配式钢异形边柱以及角柱" : CN202320507359.2. | 2023-03-07 . |
| APA | 张爱林 , 范赛雪 , 姜子钦 , 刘学春 , 吕丽萍 . 一种带波形板的全装配式钢异形边柱以及角柱 : CN202320507359.2. | 2023-03-07 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
本公开涉及一种装配式组合剪力墙体系，包括外墙板结构、楼板和钢梁；外墙板结构包括第一钢筋网、外承重钢板和第二钢筋网；外承重钢板上有玻璃钢连接件和钢筋连接件，玻璃钢连接件在外承重钢板外侧，且与第一钢筋网连接，玻璃钢连接件和第一钢筋网上浇筑形成第一外叶混凝土；钢筋连接件位于外承重钢板内侧，且与第二钢筋网连接，钢筋连接件和第二钢筋网上浇筑形成第一内叶混凝土，从而提高了外墙板结构和剪力墙体系的抗侧刚度以及平面外稳定性。且第一内叶混凝土对应楼板的角钢连接件和钢梁的位置处分别有安装间隙和安装槽位，角钢连接件、钢梁均与内承重钢板焊接，该连接方式使楼板、钢梁和外墙板结构之间在材料刚度、延性等方面得到契合。
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | 刘学春 , 李秉泽 , 徐斌 et al. 装配式组合剪力墙体系 : CN202310238786.X[P]. | 2023-03-14 . |
| MLA | 刘学春 et al. "装配式组合剪力墙体系" : CN202310238786.X. | 2023-03-14 . |
| APA | 刘学春 , 李秉泽 , 徐斌 , 崔跃 , 陈学森 . 装配式组合剪力墙体系 : CN202310238786.X. | 2023-03-14 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
本发明提供一种带防火装饰板的桁架约束钢板剪力墙体系，包括：T形钢梁分别与带翼缘钢板上下两端固定，钢筋桁架间隔布置于带翼缘钢板两侧，卡桁架垫块通过卡槽固定到钢筋桁架上，四块防火装饰板通过螺钉与卡桁架垫块和角部连接垫块固定到钢构件外侧，上下层的剪力墙体通过T形钢梁和矩形连接板在混凝土楼板内拼接连接，或通过T形钢梁分别与钢框架梁上下翼缘螺栓或焊接连接形成整体。本申请的剪力墙体系，能提高钢板剪力墙刚度，防止钢板剪力墙过早发生屈曲失效，可避免钢板剪力墙在正常使用时发出噪音，还可减轻自重，提高结构抗震性能，提高延性和防火性能，并实现一定的阻尼效果。
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | 刘学春 , 罗虎林 , 陈学森 et al. 一种带防火装饰板的桁架约束钢板剪力墙体系 : CN202310754533.8[P]. | 2023-06-26 . |
| MLA | 刘学春 et al. "一种带防火装饰板的桁架约束钢板剪力墙体系" : CN202310754533.8. | 2023-06-26 . |
| APA | 刘学春 , 罗虎林 , 陈学森 , 冯徐泽 , 孟坤 , 金博文 et al. 一种带防火装饰板的桁架约束钢板剪力墙体系 : CN202310754533.8. | 2023-06-26 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
本公开涉及预制剪力墙体系及其施工方法，该预制剪力墙体系包括剪力墙结构；剪力墙结构包括预制的外墙和预制的内墙，外墙和内墙连接并围合形成墙体，外墙包括夹芯层钢板和内叶墙，内叶墙包括钢筋网及竖向角钢连接件，竖向角钢连接件连接在夹芯层钢板的一侧，钢筋网连接在竖向角钢连接件的远离夹芯层钢板的一侧，夹芯层钢板、竖向角钢连接件以及钢筋网采用混凝土浇筑形成内叶墙。相比于需要现场浇筑而言，本公开提供的预制剪力墙体系，通过提前预制成型的剪力墙结构再现场组装，该现场施工操作简单高效，在一定程度上加快现场施工进程。
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | 刘学春 , 刘宇昆 , 林伟 et al. 预制剪力墙体系及其施工方法 : CN202310238785.5[P]. | 2023-03-14 . |
| MLA | 刘学春 et al. "预制剪力墙体系及其施工方法" : CN202310238785.5. | 2023-03-14 . |
| APA | 刘学春 , 刘宇昆 , 林伟 , 汪成 , 陈学森 . 预制剪力墙体系及其施工方法 : CN202310238785.5. | 2023-03-14 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
This paper proposes a novel method for increasing the distortional frame rigidity of off-rail box girder bridges for cranes by reinforcing the diaphragm with staggered truss. The study starts by using the Matrix Displacement Method to determine the shear angle of the staggered truss diaphragm under two assumptions: hinge joint and rigid joint. To obtain closed -form solutions for the transversal and longitudinal deformations and warping stress of the crane girder, the study employs the Initial Parameter Method and considers the compatibility of shear deformation at joints between the diaphragms and the girder. The theoretical solutions are validated through finite element analysis, which also confirms that the hinge-joint assumption accurately represents the shear angle of the staggered truss diaphragm in girder distortion. Additionally, the study conducts extensive parameter analyses to examine the impact of staggered truss dimensions on distortional stress and deformation. Furthermore, the study compares the distortional warping stresses of crane girders reinforced with staggered truss diaphragms and those reinforced with perforated ones, emphasizing the importance of incorporating stagger truss in diaphragms. Overall, this paper provides a thorough evaluation of the proposed approach's effectiveness in enhancing the distortional frame rigidity of off-rail box girder bridges for cranes. The findings offer valuable insights into the design and reinforcement of diaphragms using staggered truss to enhance the structural performance of crane girders.
Keyword ：
distortion distortion box girder box girder matrix displacement method matrix displacement method steel structure steel structure diaphragm diaphragm stiffener stiffener truss truss
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | Ren, Yangzhi , Guo, Wenjing , Liu, Xuechun et al. Strategy to increase distortional rigidity of crane box girder: Staggered truss diaphragm [J]. | STRUCTURAL ENGINEERING AND MECHANICS , 2023 , 86 (4) : 461-472 . |
| MLA | Ren, Yangzhi et al. "Strategy to increase distortional rigidity of crane box girder: Staggered truss diaphragm" . | STRUCTURAL ENGINEERING AND MECHANICS 86 . 4 (2023) : 461-472 . |
| APA | Ren, Yangzhi , Guo, Wenjing , Liu, Xuechun , Wang, Bin , Yu, Piyong , Ji, Xiaowen . Strategy to increase distortional rigidity of crane box girder: Staggered truss diaphragm . | STRUCTURAL ENGINEERING AND MECHANICS , 2023 , 86 (4) , 461-472 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
To improve the construction efficiency and achieve a rigid connection under design load, an innovative H-section beam-to-square steel tubular (SST) column bolted connection with inclined braces is proposed. The innovative bolted joint can realize bolted assembly between beam and column as well as between column and column, and it exhibits satisfactory stiffness and strength under earthquake with few bolts. Three groups of beam-column bolted joints with different types of inclined braces were designed, and tests and finite element analysis (FEA) were implemented under cyclic loading. The mechanical behaviour, deformation process, failure modes, and energy dissipation of all specimens were observed, and the effect of the type and length of inclined brace on seismic behaviour of joints was analyzed. The results showed that all specimens exhibited satisfactory ductility, plastic deformation capacity and energy-dissipation capacity. All tested joints with inclined braces showed failure mode of severe local buckling of beam section outside the connecting area, and the strength, stiffness and energy dissipation capacity of bolted joints with inclined braces were significantly improved. The joints with an H-shaped brace dissipate more energy than those with a channel brace, particularly when the web of the H-shaped brace is perpendicular to the beam web. Furthermore, the strength, stiffness and energy dissipation capacity of innovative joints with long diagonal braces are higher than those with short diagonal braces. On the basis of the test results and numerical analysis, simplified calculations for the slip resistance, yield resistance and ultimate resistance of the bolted joints with inclined braces are proposed and validated against tests.
Keyword ：
Seismic performance Seismic performance Prefabricated steel structure Prefabricated steel structure Inclined brace Inclined brace Bolted column -to -column connection Bolted column -to -column connection Bolted beam -column joint Bolted beam -column joint
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | Liu, Xue-Chun , Wu, Xiaotong , Wang, Yue et al. Seismic performance of bolted connection between H-section beam and SST column welded with inclined braces [J]. | JOURNAL OF BUILDING ENGINEERING , 2022 , 61 . |
| MLA | Liu, Xue-Chun et al. "Seismic performance of bolted connection between H-section beam and SST column welded with inclined braces" . | JOURNAL OF BUILDING ENGINEERING 61 (2022) . |
| APA | Liu, Xue-Chun , Wu, Xiaotong , Wang, Yue , Cui, XiaoXiong . Seismic performance of bolted connection between H-section beam and SST column welded with inclined braces . | JOURNAL OF BUILDING ENGINEERING , 2022 , 61 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
A novel shop-welded joint for H-beam to concrete-filled steel tubular column with field-bolted flange splicing used in prefabricated steel structure is proposed. Four full-scale specimens were tested under cyclic loads, and the effects of bolt diameter, beam flange cover plate, widened beam flange at the end, and the flange thickness on the seismic performance of joints were studied by experiments and numerical simulation. The seismic performance of the shop-welded joint is compared to that of traditional welded joints. According to the results, the beam flange thickened by welding cover plate and widened by welding plate at the beam end can improve the yield resistance, ultimate resistance, stiffness, ductility, and energy dissipation capacity of the joint, while the bolt diameter and the flange thickness did not make significant influences. The shop-welded joints could be regarded as rigid. Adding cover plate, widening beam flange, or increasing column base flange thickness can effectively reduce the beam end stress and avoid brittle failure of welds under rare earthquakes. Simplified formulas for the yield and ultimate loads of the shop-welded joint were proposed.
Keyword ：
FE analysis FE analysis Seismic performance Seismic performance Shop-welded joint Shop-welded joint CFST column CFST column Cyclic test Cyclic test Field-bolted flange splicing Field-bolted flange splicing
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | Zhang, Ai-Lin , Li, Chuan-Hao , Liu, Xue-Chun et al. Seismic performance of joint for H-beam to CFST column with field-bolted flange-splicing [J]. | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH , 2022 , 196 . |
| MLA | Zhang, Ai-Lin et al. "Seismic performance of joint for H-beam to CFST column with field-bolted flange-splicing" . | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH 196 (2022) . |
| APA | Zhang, Ai-Lin , Li, Chuan-Hao , Liu, Xue-Chun , Chen, Xuesen . Seismic performance of joint for H-beam to CFST column with field-bolted flange-splicing . | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH , 2022 , 196 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
The static performance of a slidable bolt-assembly connection between a double-angle truss and square hollow structural section (SHSS) column was studied using experiments and finite-element simulations. Four specimens with different sizes or types of bolt holes on the gusset plate were tested and analyzed. The slip resistance, yield strength, ultimate strength, and failure mechanism of each connection were obtained. The static and seismic performances of the connections were compared with those of a welded connection, bolted-welded connection, and all-bolted fixed connection. The results showed that the ductility of the slidable bolt-assembly connection exceeded a value of 10, which was higher than the values for the other connections, but the slip resistance was the lowest. The slip resistance of the bolt-assembly connection under a static load was larger than that under a seismic load. The ultimate strength of the bolt-assembly connection was equal to that of the welded connection, and the stiffness was almost the same as that of the welded connection before the slip. The ultimate strengths of the slidable bolt-assembly connections were almost the same under static and cyclic loads. The slip distance increased by 23 mm when the bolt hole diameter was increased by 2 mm. However, the dimensions and shapes of the bolt holes on the gusset plate only had slight effects on the slip resistance, yield strength, and ultimate strength of the joint. A load-bearing model and formulas for calculating the various strengths of the slidable bolt-assembly connection were proposed. © 2020 Elsevier Ltd
Keyword ：
Bolts Bolts Trusses Trusses Yield stress Yield stress Failure (mechanical) Failure (mechanical) Plates (structural components) Plates (structural components) Traction (friction) Traction (friction) Seismology Seismology Welding Welding
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | Zhang, Ai-Lin , Liu, Xue-Chun , Wang, Yue et al. Static performance of slidable bolt-assembly truss-to-column connection with oversized bolt holes [J]. | Journal of Constructional Steel Research , 2021 , 176 . |
| MLA | Zhang, Ai-Lin et al. "Static performance of slidable bolt-assembly truss-to-column connection with oversized bolt holes" . | Journal of Constructional Steel Research 176 (2021) . |
| APA | Zhang, Ai-Lin , Liu, Xue-Chun , Wang, Yue , Yu, Cheng , Bai, Zheng-Xian , Tran, Ha . Static performance of slidable bolt-assembly truss-to-column connection with oversized bolt holes . | Journal of Constructional Steel Research , 2021 , 176 . |
| Export to | NoteExpress RIS BibTex |
Abstract ：
In this study, an H-section steel beam with circular holes in a web wrapped with ceramsite concrete (SBWCC) was studied. Static load-bearing capacity tests and finite element analysis were performed on two groups of specimens with different sections. The H-section steel and wrapped ceramsite concrete were well bonded. The load-bearing capacity of the SBWCC was 10% larger than that of the pure H-section steel beam without holes in the web, except for its dead weight. The stiffness of the SBWCC was slightly larger than that of the pure H-section steel beam without holes. The wrapped ceramsite concrete avoided the elastic local instability of the steel beam flange and web. Based on the finite element model verified by experiments, the influences of hole diameter, hole spacing, and U-shaped stirrups on the flexural capacity of the specimens were analyzed. The formulas for the load-bearing capacities and short-term stiffness of the SBWCC were proposed and verified by tests and finite element analysis.
Keyword ：
steel beam wrapped with concrete steel beam wrapped with concrete short-term stiffness short-term stiffness load-bearing capacity load-bearing capacity flexural performance test flexural performance test ceramsite concrete ceramsite concrete
Cite：
Copy from the list or Export to your reference management。
| GB/T 7714 | Liu, Xuechun , Meng, Kun , Zhang, Ailin et al. Bearing capacity of H-section beam wrapped with ceramsite concrete [J]. | STEEL AND COMPOSITE STRUCTURES , 2021 , 40 (5) : 679-696 . |
| MLA | Liu, Xuechun et al. "Bearing capacity of H-section beam wrapped with ceramsite concrete" . | STEEL AND COMPOSITE STRUCTURES 40 . 5 (2021) : 679-696 . |
| APA | Liu, Xuechun , Meng, Kun , Zhang, Ailin , Zhu, Tao , Yu, Cheng . Bearing capacity of H-section beam wrapped with ceramsite concrete . | STEEL AND COMPOSITE STRUCTURES , 2021 , 40 (5) , 679-696 . |
| Export to | NoteExpress RIS BibTex |
Export
| Results： |
Selected to |
| Format： |
