|本期目录/Table of Contents|

[1]郑宏,潘天久,卫磊.深梁填充钢框架的发展与研究进展 [J].建筑科学与工程学报,2013,30(04):32-40.
　ZHENG Hong,PAN Tian-jiu,WEI Lei.Development and Research Progress of Steel Frame Infilled with Deep Beam[J].Journal of Architecture and Civil Engineering,2013,30(04):32-40.
点击复制

深梁填充钢框架的发展与研究进展
(PDF)
分享到：

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
30卷
期数:
2013年04期
页码:
32-40
栏目:
出版日期:
2013-12-30

文章信息/Info

Title:
Development and Research Progress of Steel Frame Infilled with Deep Beam
作者:
郑宏，潘天久，卫磊
长安大学 建筑工程学院
Author(s):
ZHENG Hong, PAN Tian-jiu, WEI Lei
School of Civil Engineering, Chang’an University
关键词:
钢框架; 深梁; 钢板剪力墙; 组合剪力墙; 抗侧刚度; 抗震性能
Keywords:
steel frame;  deep beam;  steel plate shear wall;  composite shear wall;  lateral stiffness;  seismic behavior
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为实现结构抗侧刚度在一定范围内的调幅和主动控制，将深梁作为一种新型的内填墙形式进行研究，基于钢框架内填剪力墙结构体系的发展过程，总结了这一结构体系的发展规律，提出了深梁填充钢框架结构体系，并分别对钢筋混凝土深梁、钢混凝土组合深梁、钢板深梁的研究现状及进展进行了总结。根据目前研究中存在的不足，对未来的研究方向提出了意见和建议。研究结果表明：深梁能够有效提高结构的抗侧刚度和耗能能力，能够通过改变深梁跨高比、宽厚比等实现抗侧刚度的调幅。
Abstract:
In order to realize the modulation of structural lateral stiffness and active control, the deep beam was studied as a new type of infilled wall form. The development law of steel frame with infilling shear wall was summarized based on the development progress and steel frame infilling deep beam system was proposed finally. Research status and evolution of reinforced concrete deep beam, steel-concrete composite deep beam and steel plate deep beam were summarized. Moreover, the author’s comments and suggestions on the future research direction were presented respectively according to the current research deficiencies. Research results show that deep beam can strengthen lateral stiffness and energy-dissipating capacity effectively, and the modulation of lateral stiffness can be realized by changing span-depth ratio and width-thickness ratio, etc.

参考文献/References:

-

相似文献/References:

[1]周天华,吴函恒,白亮,等.钢框架-预制混凝土抗侧力墙装配式结构体系[J].建筑科学与工程学报,2013,30(03):1.
　ZHOU Tian-hua,WU Han-heng,BAI Liang,et al.Fabricated Structural System of Steel Frame-prefabricated Concrete Lateral Resistance Wall[J].Journal of Architecture and Civil Engineering,2013,30(04):1.
[2]徐忠根,梁广贤,邓长根.定位轴线存在偏差的外传力钢框架节点传力板参数分析[J].建筑科学与工程学报,2015,32(02):42.
　XU Zhong-gen,LIANG Guang-xian,DENG Chang-gen.Parameter Analysis of Force-transforming Plates in Outside Steel Frame Joints with Location Axis Deviations[J].Journal of Architecture and Civil Engineering,2015,32(04):42.
[3]卢林枫,刘子龙,李成成,等.节点域箱形加强式工字形柱弱轴连接钢框架的力学性能和经济性分析[J].建筑科学与工程学报,2015,32(03):52.
　LU Lin-feng,LIU Zi-long,LI Cheng-cheng,et al.Steel Frame Mechanical Properties and Economical Efficiency Analysis of Box Strengthenjoint Region Connection of I-section Column for Weak Axis[J].Journal of Architecture and Civil Engineering,2015,32(04):52.
[4]吴函恒,秦沛远,陈军武,等.水平荷载作用下钢框架预制混凝土抗侧力墙体装配式结构的简化计算方法[J].建筑科学与工程学报,2016,33(03):86.
　WU Han-heng,QIN Pei-yuan,CHEN Jun-wu,et al.Simplified Calculation Method of Steel Frame-prefabricated Concrete Lateral Force Resisting Wall Structures Under Lateral Load[J].Journal of Architecture and Civil Engineering,2016,33(04):86.
[5]苟海刚,郑辉晓,卢林枫.箱形节点域工字形柱弱轴盖板加强连接的设计方法[J].建筑科学与工程学报,2018,35(01):77.
　GOU Hai-gang,ZHENG Hui-xiao,LU Lin-feng.Design Method of Cover-plate Reinforced Connection of I-section Column for Weak Axis with Box Joint Region[J].Journal of Architecture and Civil Engineering,2018,35(04):77.
[6]郁有升,梅 灿,雷 鸣.内嵌CCA板填充墙对钢框架结构受力性能的影响[J].建筑科学与工程学报,2018,35(03):63.
　YU You-sheng,MEI Can,LEI Ming.Influence of CCA Plate Infill Wall on Mechanical Behavior of Steel Frame Structures[J].Journal of Architecture and Civil Engineering,2018,35(04):63.
[7]韩明岚,王 帅,牟 政,等.延性节点钢框架结构的抗震性能分析[J].建筑科学与工程学报,2018,35(04):72.
　HAN Ming-lan,WANG Shuai,MOU Zheng,et al.Seismic Performance Analysis of Steel Frame Structure with Ductile Connections[J].Journal of Architecture and Civil Engineering,2018,35(04):72.
[8]郑 宏,方贤禄,苏耀烜,等.局部可更换钢框架梁-柱节点受力性能研究[J].建筑科学与工程学报,2021,38(02):47.[doi:10.19815/j.jace.2020.07030]
　ZHENG Hong,FANG Xian-lu,SU Yao-xuan,et al.Study on Mechanical Behavior of Partially Replaceable Steel Frame Beam-column Joints[J].Journal of Architecture and Civil Engineering,2021,38(04):47.[doi:10.19815/j.jace.2020.07030]

备注/Memo

备注/Memo:
-
更新日期/Last Update: 2014-01-02