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学者姓名：陈适才
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摘要 ：
一种箍筋分区钢筋混凝土柱连续钢梁空间节点，涉及建筑结构的结构工程领域。通过将混凝土柱的纵筋和箍筋进行分区设置，让钢梁可以连续通过节点核心区，然后设置通过不同分区的箍筋将不同分区连接起来，并与钢梁的横隔肋板一起对核心区混凝土形成类似钢管混凝土的约束效应。本发明节点，节点区的钢梁连续穿过核心区，因此节点区的连接性能好连接强度高，并且核心区混凝土被周围分区钢筋和钢板约束，核心区抗剪刀强度高，适用于对各种使用功能要求较高的高烈度地区建筑结构。本发明构造简单，加工方便，并且可以在现场快速连接施工。
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| GB/T 7714 | 陈适才 , 张志秋 , 刘澍邦 . 一种箍筋分区钢筋混凝土柱连续钢梁空间节点 : CN202210400999.3[P]. | 2022-04-14 . |
| MLA | 陈适才 等. "一种箍筋分区钢筋混凝土柱连续钢梁空间节点" : CN202210400999.3. | 2022-04-14 . |
| APA | 陈适才 , 张志秋 , 刘澍邦 . 一种箍筋分区钢筋混凝土柱连续钢梁空间节点 : CN202210400999.3. | 2022-04-14 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
一种纵向预应力防屈曲双钢管混凝土柱，涉及钢管混凝土柱组合结构领域。通过附加钢管来连接外层钢管，可以调整外钢管的纵向预应力大小和水平。本实用新型可广泛应用于钢管混凝土结构及对受力性能要求较高的工业和民用高层建筑结构。本实用新型通过转动附加钢管可以消除外钢管的初始压应力，并可以进一步产生预拉应力，通过调节预拉应力的大小，从而减小甚至避免外钢管的纵向局部屈曲的发生；同时其受力性能优于普通钢管混凝土柱，另外具有装配式特点，可以在工厂标准化生产，可以在现场快速自连接拼装，施工方便快捷，本实用新型所用材料成本低廉，构造简单，连接性能良好。
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| GB/T 7714 | 陈适才 , 刘澍邦 , 周大兴 et al. 一种纵向预应力防屈曲双钢管混凝土柱 : CN202223011968.3[P]. | 2022-11-11 . |
| MLA | 陈适才 et al. "一种纵向预应力防屈曲双钢管混凝土柱" : CN202223011968.3. | 2022-11-11 . |
| APA | 陈适才 , 刘澍邦 , 周大兴 , 侯立群 . 一种纵向预应力防屈曲双钢管混凝土柱 : CN202223011968.3. | 2022-11-11 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
一种横向预应力约束钢管混凝土柱，涉及钢管混凝土柱组合结构领域。通过上下套筒连接螺旋钢板形成钢管，并通过旋转转动套筒使得钢管产生横向预应力。本实用新型适用于需要更高强度和更好受力性能的钢管混凝土高层结构。本实用新型通过旋转转动套筒使得钢管产生横向预应力，可以对内部混凝土提供更好的约束效果，同时外管的局部受压屈曲可以减小甚至避免，从而进一步提高混凝土的强度以及柱子的承载力和变形能力；另外本实用新型不需要增加额外的钢管，只需要增加上下端的连接配件来连接钢板，容易施工，所用材料成本低廉，构造简单，受力性能优异。
引用：
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| GB/T 7714 | 陈适才 , 刘澍邦 , 周大兴 et al. 一种横向预应力约束钢管混凝土柱 : CN202223003172.3[P]. | 2022-11-11 . |
| MLA | 陈适才 et al. "一种横向预应力约束钢管混凝土柱" : CN202223003172.3. | 2022-11-11 . |
| APA | 陈适才 , 刘澍邦 , 周大兴 , 侯立群 . 一种横向预应力约束钢管混凝土柱 : CN202223003172.3. | 2022-11-11 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
基于MSC/Patran的建筑结构火灾反应分析系统研究
关键词 ：
FORTRAN FORTRAN MSC/Patran MSC/Patran 软件开发 软件开发 PCL PCL 火灾反应 火灾反应
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| GB/T 7714 | 张海潮 , 侯立群 , 陈适才 et al. 基于MSC/Patran的建筑结构火灾反应分析系统研究 [J]. | 张海潮 , 2021 , 40 (3) : 327-329 . |
| MLA | 张海潮 et al. "基于MSC/Patran的建筑结构火灾反应分析系统研究" . | 张海潮 40 . 3 (2021) : 327-329 . |
| APA | 张海潮 , 侯立群 , 陈适才 , 消防科学与技术 . 基于MSC/Patran的建筑结构火灾反应分析系统研究 . | 张海潮 , 2021 , 40 (3) , 327-329 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
为适应建筑特殊设计与分析的需要,研究了整体结构火灾反应分析的系统实现方法,并以MSC/Patran为平台,利用其提供的PCL,结合Fortran语言,通过客户化以及窗体增设等技术开发了建筑结构火灾反应分析系统。系统采用了自开发纤维梁与分层壳单元模型以及结构瞬态热传导分析模块,能够实现火灾下建筑结构火灾反应过程计算与分析,为建筑结构火灾安全设计与分析提供分析工具和参考依据。
关键词 ：
软件开发 软件开发 MSC/Patran MSC/Patran PCL PCL Fortran Fortran 火灾反应 火灾反应
引用：
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| GB/T 7714 | 张海潮 , 侯立群 , 陈适才 . 基于MSC/Patran的建筑结构火灾反应分析系统研究 [J]. | 消防科学与技术 , 2021 , 40 (03) : 327-329 . |
| MLA | 张海潮 et al. "基于MSC/Patran的建筑结构火灾反应分析系统研究" . | 消防科学与技术 40 . 03 (2021) : 327-329 . |
| APA | 张海潮 , 侯立群 , 陈适才 . 基于MSC/Patran的建筑结构火灾反应分析系统研究 . | 消防科学与技术 , 2021 , 40 (03) , 327-329 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
Circular concrete-filled double steel tubular (CFDST) column is a high-performance composite column that has significant potential to be used in the construction of high-rise composite structures. This paper presents experimental and strength computational investigations on CFDST short columns that are subjected to eccentric compression load. A total of sixteen CFDST stub columns, two concrete-filled steel tubular (CFST) columns, and two double-skin concrete-filled steel tubular (DCFST) columns were tested to investigate their structural performance. The test behavior of the CFDST column loaded eccentrically is discussed and compared against its CFST and DCFST counterparts. The test results show that the CFDST column has improved strength and ductility under eccentric loading when compared with other composite columns. The strengths of the CFDST stub columns in this study together with the test strengths from the literature were used to assess the strength predictions by Eurocode 4 and AISC 360-16. It was found that the current predictions generally underestimate or overestimate the strengths. A new reduction factor for predicting the ultimate strengths of CFDST short columns under eccentric compression is proposed based on the test results. By adopting the newly proposed reduction factor and design method, the design predictions are found to be improved that provide reasonable estimations for circular CFDST columns loaded eccentrically.
关键词 ：
Composite columns Composite columns Concrete-filled double steel tubes Concrete-filled double steel tubes Eccentric compression Eccentric compression Stub columns Stub columns Ultimate strength Ultimate strength
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| GB/T 7714 | Ci, Junchang , Ahmed, Mizan , Jia, Hong et al. Testing and strength prediction of eccentrically-loaded circular concrete-filled double steel tubular stub-columns [J]. | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH , 2021 , 186 . |
| MLA | Ci, Junchang et al. "Testing and strength prediction of eccentrically-loaded circular concrete-filled double steel tubular stub-columns" . | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH 186 (2021) . |
| APA | Ci, Junchang , Ahmed, Mizan , Jia, Hong , Chen, Shicai , Zhou, Daxing , Hou, Liqun . Testing and strength prediction of eccentrically-loaded circular concrete-filled double steel tubular stub-columns . | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH , 2021 , 186 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
Shear walls of cold-formed steel (CFS) with high aspect ratios could be used in buildings with large openings such as doors and windows. However, the performance of CFS shear walls with high aspect ratios remains unclear due to limited test data. This research aimed to explore the mechanic performance and strength reduction factor of CFS shear walls with high aspect ratios through an experimental study. Five full-scale specimens were tested under monotonic loading, and the failure mechanism, bearing capacity, stiffness, ductility, and energy dissipation of the specimens were obtained. The test results indicated that shear walls with small aspect ratios typically fail as a result of connection damage to horizontal seams and corners, whilst shear walls with high aspect ratios commonly buckle at both the end stud and bottom track. As the aspect ratio increased, the initial stiffness and capacity decreased, while the energy dissipation per unit length increased due to greater flexibility. Ultimately, this study proposes a more reasonable design formula for strength reduction factors based upon a regression analysis of the test data. This will facilitate a more sustainable design approach, and fulfills current standards in engineering practice.
关键词 ：
Shear capacity Shear capacity Strength reduction factor Strength reduction factor Cold-formed steel shear wall Cold-formed steel shear wall High aspect ratios High aspect ratios Experimental study Experimental study
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| GB/T 7714 | Yan, Zhao , Cheng, Yu , Shicai, Chen et al. Shear performance of cold-formed steel shear walls with high-aspect-ratios [J]. | STRUCTURES , 2021 , 33 : 1193-1206 . |
| MLA | Yan, Zhao et al. "Shear performance of cold-formed steel shear walls with high-aspect-ratios" . | STRUCTURES 33 (2021) : 1193-1206 . |
| APA | Yan, Zhao , Cheng, Yu , Shicai, Chen , Ziqin, Jiang , Wenying, Zhang . Shear performance of cold-formed steel shear walls with high-aspect-ratios . | STRUCTURES , 2021 , 33 , 1193-1206 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
The accurate prediction of the concrete confinement effects in concrete-filled double-skin steel tubular (CFDST) columns composed of a circular section is vital in stimulating their true structural performance. However, existing concrete confinement models for such columns were developed based on limited studies and may not accurately predict their axial responses under axial loading. In this paper, a numerical model is developed to study the nonlinear performance of axially-loaded short CFDST columns incorporating an accurate concrete confinement model. Herein, a novel expression to calculate the lateral confining pressure on the confined concrete of the CFDST column is proposed considering the influences of a wide range of important column parameters. Furthermore, a reduction factor to accurately predict the post-peak behavior of confined concrete is suggested based on the previous test results. The accuracy of the numerical model incorporating the proposed concrete confinement model is verified against the experimental tests. The accuracy of the existing concrete confinement models is also evaluated and compared with the one proposed in this study. It is demonstrated that the proposed confinement model can yield the axial performance of CFDST columns more accurately. A parameter study is then performed to analyze the impacts of important column parameters on the axial performance of such a column. The applicability of the existing design standards in designing CFDST columns is verified. Lastly, a simple and accurate design equation to quantify the ultimate axial load is proposed.
关键词 ：
Composite columns Composite columns Short columns Short columns Double-skin Double-skin Nonlinear analysis Nonlinear analysis Concrete-filled steel tubes Concrete-filled steel tubes
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| GB/T 7714 | Ahmed, Mizan , Ci, Junchang , Yan, Xi-Feng et al. Numerical modeling of axially loaded circular concrete-filled double-skin steel tubular short columns incorporating a new concrete confinement model [J]. | STRUCTURES , 2021 , 30 : 611-627 . |
| MLA | Ahmed, Mizan et al. "Numerical modeling of axially loaded circular concrete-filled double-skin steel tubular short columns incorporating a new concrete confinement model" . | STRUCTURES 30 (2021) : 611-627 . |
| APA | Ahmed, Mizan , Ci, Junchang , Yan, Xi-Feng , Lin, Siqi , Chen, Shicai . Numerical modeling of axially loaded circular concrete-filled double-skin steel tubular short columns incorporating a new concrete confinement model . | STRUCTURES , 2021 , 30 , 611-627 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
This article investigates the axial compressive performance of concrete-filled double steel tubular (CFDST) short columns composed of circular section loaded concentrically. An experimental program comprised of compression tests on short columns is carried out to examine their structural performance. Axial compression tests on conventional concrete-filled steel tubular (CFST) columns and double-skin concrete-filled steel tubular (DCFST) columns are also performed for comparison purposes. The test parameters include the diameter-to-thickness of the outer and inner steel tubes, concrete strength, and diameter ratio. The test results exhibit that CFDST short columns composed of the circular section have improved structural performance compared to its CFST and DCFST counterparts. A theoretical model is also presented to simulate the test ultimate strengths and load-axial strain relationships of CFDST columns. The existing design models proposed including the codified design specifications are evaluated against the collected test data for predicting the axial compressive strengths of circular CFDST columns. It is seen that the existing codified design models cannot yield their ultimate axial compressive strengths accurately. A practical artificial neural network (ANN) model is proposed to estimate the ultimate load of such columns loaded concentrically.
关键词 ：
compressive strengths compressive strengths composite columns composite columns short columns short columns CFDST columns CFDST columns artificial neural network artificial neural network
引用：
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| GB/T 7714 | Ci, Junchang , Ahmed, Mizan , Viet-Linh Tran et al. Axial compressive behavior of circular concrete-filled double steel tubular short columns [J]. | ADVANCES IN STRUCTURAL ENGINEERING , 2021 , 25 (2) : 259-276 . |
| MLA | Ci, Junchang et al. "Axial compressive behavior of circular concrete-filled double steel tubular short columns" . | ADVANCES IN STRUCTURAL ENGINEERING 25 . 2 (2021) : 259-276 . |
| APA | Ci, Junchang , Ahmed, Mizan , Viet-Linh Tran , Jia, Hong , Chen, Shicai . Axial compressive behavior of circular concrete-filled double steel tubular short columns . | ADVANCES IN STRUCTURAL ENGINEERING , 2021 , 25 (2) , 259-276 . |
| 导入链接 | NoteExpress RIS BibTex |
摘要 ：
In this paper, the structural behavior of concrete-filled double steel tubular (CFDST) stub columns composed of square hollow sections is investigated experimentally and numerically. The experimental program comprises compression tests on short columns loaded concentrically. The test parameters mainly focused on the influences of the width-to-thickness ratios of steel tubes and concrete strength on the axial behavior of CFDST stub columns. Finite element (FE) models are also developed to investigate the influences of a wide range of structural parameters on their axial performance. It is observed that square CFDST columns have improved strength and ductility compared to their CFST and DCFST counterparts. Finally, a calculation formula is proposed to predict their ultimate compressive strengths under the axial compression load.
关键词 ：
FE model FE model axial load axial load concrete-filled steel tube concrete-filled steel tube double steel double steel stub columns stub columns
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| GB/T 7714 | Ci, Junchang , Ahmed, Mizan , Jia, Hong et al. Experimental and numerical investigations of square concrete-filled double steel tubular stub columns [J]. | ADVANCES IN STRUCTURAL ENGINEERING , 2021 , 24 (11) : 2441-2456 . |
| MLA | Ci, Junchang et al. "Experimental and numerical investigations of square concrete-filled double steel tubular stub columns" . | ADVANCES IN STRUCTURAL ENGINEERING 24 . 11 (2021) : 2441-2456 . |
| APA | Ci, Junchang , Ahmed, Mizan , Jia, Hong , Chen, Shicai , Zhou, Daxing , Hou, Liqun . Experimental and numerical investigations of square concrete-filled double steel tubular stub columns . | ADVANCES IN STRUCTURAL ENGINEERING , 2021 , 24 (11) , 2441-2456 . |
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