A METHOD FOR INFILLED RC FRAMES SEISMIC TARGET PERFORMANCE LEVELS

Liu Lu; Wu Ziyan; Sun Hongbin

doi:10.13204/j.gyjz201504012

Volume 45 Issue 4

Jun. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(4): 67-71

Liu Lu, Wu Ziyan, Sun Hongbin. A METHOD FOR INFILLED RC FRAMES SEISMIC TARGET PERFORMANCE LEVELS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 67-71. doi: 10.13204/j.gyjz201504012

Citation:

Liu Lu, Wu Ziyan, Sun Hongbin. A METHOD FOR INFILLED RC FRAMES SEISMIC TARGET PERFORMANCE LEVELS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 67-71. doi: 10.13204/j.gyjz201504012

Liu Lu, Wu Ziyan, Sun Hongbin. A METHOD FOR INFILLED RC FRAMES SEISMIC TARGET PERFORMANCE LEVELS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 67-71. doi: 10.13204/j.gyjz201504012

Citation:

Liu Lu, Wu Ziyan, Sun Hongbin. A METHOD FOR INFILLED RC FRAMES SEISMIC TARGET PERFORMANCE LEVELS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 67-71. doi: 10.13204/j.gyjz201504012

PDF( 0 KB)

A METHOD FOR INFILLED RC FRAMES SEISMIC TARGET PERFORMANCE LEVELS

doi: 10.13204/j.gyjz201504012

Publish Date: 2015-04-20

Abstract

Abstract

Infill walls are considered as non-structural elements，but they are still involved in seismic calculation． This paper considered the interaction between the main structures and fill walls，used OpenSEES to establish simplified model． Infill wall adopted improved equivalent slant strut based on FEMA model． Considering maximum drift as seismic demand parameter，incremental dynamic analysis was performed to obtain infilled RC frame's threshold values on target performance levels． Comparing the calculated results with pure framework and codes，it was indicated that the presence of infill walls could significantly improve lateral stiffness of frame structure and its seismic performance．
- target performance level,
- infilled RC frame,
- improved equivalent slant strut,
- incremental dynamic analysis,
- OpenSEES

FullText(HTML)

References(0)

References

Relative Articles

[1]	LI Shen, ZHANG Yuanshuo, LI Xiaolei, TIAN Jianbo, DU Ningjun. Research on Influence Coefficient and Displacement Amplification Factor of High-Strength Steel Composite Y-Type Eccentrically Braced Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 111-121. doi: 10.13204/j.gyjzG20040807
[2]	WANG Jianze, ZHOU Yuzhou, DAI Kaoshan, PU Rui. Floor Response Spectrum Analysis of Structures with Heavy Storage Silos and Seismic Design of Storage Silos[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 84-92,108. doi: 10.13204/j.gyjzG21010415
[3]	HUANG, Linjie, ZHOU, Zhen. INVESTIGATION ON INFLUENCE OF INFILL WALLS ON HIGHER MODE EFFECT OF SELF-CENTERING PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 34-39. doi: 10.13204/j.gyjz202001007
[8]	Li Jin, Ma Yancong, Li Qingning, Jiang Weishan. THE PSEUDO DYNAMIC TESTS RESEARCH ON PRECAST MONOLITHIC FLOOR-FRAME SHEAR WALL STRUCTURE WITH X HORIZONTAL BRACES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 78-85. doi: 10.13204/j.gyjz201508015
[9]	Jia Zhaoping, Wu Ziyan, Wang Qi'ang. EARTHQUAKE LOSS EVALUATION OF BUILDINGS BASED ON STORY EDP-DV FUNCTIONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 51-55.
[10]	Tao Qinglin, Hu Yi, Zheng Shansuo. NUMERICAL MODELING THEORY FOR SLIGHTLY CORRODED RC FRAME STRUCTURE BASED ON OPENSEES PROGRAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 60-64.
[11]	Zheng Shansuo, Ma Delong, Shang Xiaoyu. STUDY OF NONLINEAR ANALYSIS METHOD FOR MASONRY BASED OPENSEES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 68-73. doi: 10.13204/j.gyjz2001412012
[12]	Xue Jianyang, Wang Cheng, Ma Hui, Zhou Sheng, Zhang Jie. NUMERICAL SIMULATION OF SHEAR BEHAVIOR OF STEEL RECYCLED AGGREGATE CONCRETE SHORT COLUMNS BASED ON OPENSEES PROGRAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 114-119,137. doi: 10.13204/j.gyjz201308025
[13]	Li Yanyan, Chen Yanfeng, Han Hongxia, Liu Kun. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF INFILLED FRAME STRUCTURES WITH SLIT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 14-17,23. doi: 10.13204/j.gyjz201302003
[14]	Zhu He, Zhu Yong, Cai Qibiao, Jiang Hui. ANALYSIS OF ASEISMIC BEHAVIOR OF MASONRY-INFILLED RC FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 20-24,63. doi: 10.13204/j.gyjz201203004
[15]	Han Jun, Li Yingmin, Pan Yi, Chen Weixian. RULE OF ELASTO-PLASTIC TORSIONAL RESPONSE OF THE ECCENTRIC FRAME-SHEAR WALL STRUCTURE UNDER EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 1-6,11. doi: 10.13204/j.gyjz201203001
[16]	Huang Hua, Ye Yanxia, Zhu Qin, Zhang Guozhen, Jin Chi, Zhang Xiong. IMPACT OF FILLED WALL ON HORIZONTAL STIFFNESS OF FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 34-38. doi: 10.13204/j.gyjz201012010
[17]	Huang Hua, Ye Yanxia, Zhu Qin, Zhang Guozhen, Jin Chi, Zhang Xiong. ANALYSIS OF EFFECT OF FILLED WALL ON NATURAL VIBRATING PERIOD OF FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 19-23,50. doi: 10.13204/j.gyjz201005003
[18]	Jiang Lixue, Zheng Qiaowen. TESTS OF SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES WITH INFILLED WALL OR STRENGTHENED INFILLED WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 40-47. doi: 10.13204/j.gyjz200910012
[19]	Wang Xuan, Li Bixiong, Wang Zhe, Xue Yongliang. REFLECT ON THE SEISMIC PROPERTY OF THE R.C. FRAME WITH INFILL WALLS DURING WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 25-29. doi: 10.13204/j.gyjz200901005
[20]	Wang Chunwu. SEISMIC ANALYSIS OF MASONRY-INFILLED FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 14-16. doi: 10.13204/j.gyjz200702004

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	蒋贵华, 李杨, 江锁, 党少辉, 王帆. 高层建筑中非结构构件的抗震性能试验. 科学技术与工程. 2020(02): 701-706 .
2.	扈延栋. 抗震设计在房屋建筑结构设计中的应用. 江西建材. 2015(14): 46+51 .

Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (178) PDF downloads(112)