Engineering Mechanics ›› 2018, Vol. 35 ›› Issue (9): 54-63,72.doi: 10.6052/j.issn.1000-4750.2017.05.0348

Previous Articles     Next Articles

EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF STEEL FRAME WITH PREFABRICATED BEAM-ONLY CONNECTED STEEL PLATE SHEAR WALL

ZHANG Ai-lin, ZHANG Xun, LIU Xue-chun, WANG Qi   

  1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • Received:2017-05-11 Revised:2017-10-12 Online:2018-09-29 Published:2018-09-15

Abstract: A discontinuous cover-plate connection (DCPC) was proposed for prefabricated steel plate shear wall with beam-only-connected infill plate. Low cyclic loading tests were conducted on a steel frame with prefabricated beam-only connected steel plate shear wall (FPSPSW) and a steel frame with welded beam-only connected steel plate shear wall (FWSPSW), and the seismic performances of both specimens were studied. The failure modes, hysteretic curves, skeleton curves, and seismic performance indexes of both specimens were obtained. Then, the failure characteristics, ductility, energy dissipation capacity and stiffness degeneration were compared. The results show that the prefabricated beam-only connected steel plate shear wall with DCPC exhibit favorable seismic performance. The structure is consistent with the design concept of "strong frame with weak infill plate, strong column with weak beam". Compared with the welded connection, the DCPC can improve the energy dissipation capacity of the structure without losing the seismic performance, which provide a good function of post-earthquake rehabilitation.

Key words: prefabricated steel structure, prefabricated steel plate shear wall, discontinuous cover-plate connection, seismic performance, low cyclic loading test

CLC Number: 

  • TU352.1+1
[1] 张爱林. 工业化装配式高层钢结构体系创新、标准规范编制及产业化关键问题[J]. 工业建筑, 2014, 44(8):1-6. Zhang Ailin. The key issues of system innovation, drawing up standard and industrialization for modularized prefabricated high-rise steel structures[J]. Industrial Construction, 2014, 44(8):1-6. (in Chinese)
[2] Zhang A L, Liu X C. The new development of industrial assembly high-rise steel structure system in China[C]//Proceeding of 10th Pacific Structural Steel Conference. Singapore, PPSC, 2013:976-981.
[3] 郭彦林, 董全利. 钢板剪力墙的发展与研究现状[J]. 钢结构, 2005, 20(1):1-6. Guo Yanlin, Dong Quanli. Research and application of steel plate shear wall in high-rise buildings[J]. Steel Construction, 2005, 20(1):1-6. (in Chinese)
[4] 郭兰慧, 李然, 张素梅. 薄钢板剪力墙简化分析模型[J]. 工程力学, 2013, 30(增刊1):149-153. Guo Lanhui, Li Ran, Zhang Sumei. Simplified model of thin-walled steel plate shear walls[J]. Engineering Mechanics, 2013, 30(Suppl1):149-153. (in Chinese)
[5] 郭彦林, 周明. 钢板剪力墙的分类及性能[J]. 建筑科学与工程学报, 2009, 26(3):1-13. Guo Yanlin, Zhou Ming. Categorization and performance of steel plate shear wall[J]. Journal of Architecture and Civil Engineering, 2009, 26(3):1-13. (in Chinese)
[6] Sabouri-ghomi S, Sajjadi S R A. Experimental and theoretical studies of steel shear walls with and without stiffeners[J]. Journal of Constructional Steel Research, 2012, 75(7):152-159.
[7] Takanashi Y, Takemoto T, Tagaki M. Experimental study on thin steel shear walls and particular bracing under alternative horizontal load[C]//Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads. Portugal, e-periodica, 1973:185-191.
[8] Li C H, Tsai K C, Lin C H, et al. Cyclic tests of four two-story narrow steel plate shear walls. Part 2:experimental results and design implications[J]. Earthquake Engineering & Structural Dynamics, 2010, 39(7):775-799.
[9] 李峰. 钢板剪力墙抗震性能的试验与理论研究[D]. 西安:西安建筑科技大学, 2011. Li Feng. Experimental and theoretical studies of seismic behavior of steel plate shear wall[D]. Xi'an:Xi'an University of Architecture and Technology, 2011. (in Chinese)
[10] 郭兰慧, 马欣伯, 张素梅. 两边连接开缝钢板剪力墙的试验研究[J]. 工程力学, 2012, 29(3):133-142. Guo Lanhui, Ma Xinbo, Zhang Sumei. Experimental research on steel plate shear wall with slits[J]. Engineering Mechanics, 2012, 29(3):133-142. (in Chinese)
[11] Xue M, Lu L W. Interaction of infilled steel shear wall panels with surrounding frame members[C]//Proceedings of Structural Stability Research Council Annual Technical Session. Bethlehem, PA, PSSPC, 1994:339-354.
[12] Xue M, Lu L W. Monotonic and cyclic behavior of infilled steel shear panels[C]//Proceedings of 17th Czech and Slovak International Conference on Steel Structures and Bridges. Bratislava, Slovakia, ICSSB, 1994:152-160.
[13] 于金光, 郝际平. 半刚性连接钢框架-非加劲钢板剪力墙结构性能研究[J]. 土木工程学报, 2012, 45(8):74-82. Yu Jinguang, Hao Jiping. Study on the behavior of semi-rigid connection steel frames with unstiffened steel plate shear wall structure[J]. China Civil Engineering Journal, 2012, 45(8):74-82. (in Chinese)
[14] AISC/ANSI 341-10, Seismic provisions for structural steel buildings[S]. Chicago:American Institute of Steel Construction, 2010:56.
[15] JGJ 82-2011, 钢结构高强度螺栓连接技术规程[S]. 北京:中国建筑工业出版社, 2011:12-14. JGJ 82-2011, Technical specification for high strength bolt connection of steel structure[S]. Beijing:China Architecture & Building Press, 2011:12-14. (in Chinese)
[16] 熊仲明, 王社良. 土木工程结构试验[M]. 北京:中国建筑工业出版社, 2006:132. Xiong Zhongming, Wang Sheliang. Structural test of civil engineering[M]. Beijing:China Architecture & Building Press, 2006:132. (in Chinese)
[1] PENG Tian-bo, LI Yi-ming, WU Yi-cheng. Real time hybrid test of seismic performance of laminated nature rubber bearings [J]. Engineering Mechanics, 2018, 35(S1): 300-306.
[2] ZHANG Yong-liang, FENG Peng-fei, CHEN Xing-chong, NING Gui-xia, DING Ming-bo. Seismic response analysis and seismic performance evaluation on bridge pile foundations based on the method combined static with dynamic analysis [J]. Engineering Mechanics, 2018, 35(S1): 325-329,343.
[3] ZHENG Fu-cong, GUO Zong-ming, ZHANG Yao-ting. Seismic behavior analysis of prestressed concrete frame structure under near-fault pulsed ground motions [J]. Engineering Mechanics, 2018, 35(S1): 330-337.
[4] SHANG Qing-xue, LI Ze, LIU Rui-kang, WANG Tao. Experimental study on properties of aseismic braces used in pipe line systems [J]. Engineering Mechanics, 2018, 35(S1): 120-125,133.
[5] CHEN Rong, LEI Jun-qing. Study on the seismic behavior of RC bridge piers under variable axial load [J]. Engineering Mechanics, 2018, 35(S1): 239-245.
[6] ZHI Xu-dong, ZHANG Ying-nan, FAN Feng, SHEN Shi-zhao. RESPONSES OF SINGLE-LAYER RETICULATED DOMES SUBJECT TO MULTIPLE EARTHQUAKES [J]. Engineering Mechanics, 2018, 35(9): 107-113,125.
[7] XU Long-he, WANG Kun-peng, XIE Xing-si, LI Zhong-xian. STUDY ON HYSTERETIC MODEL AND SEISMIC PERFORMANCE OF DAMPING ENERGY DISSPATION BRACE WITH SELF-CENTERING CAPABILITY [J]. Engineering Mechanics, 2018, 35(7): 39-46.
[8] ZHENG Shan-suo, ZHANG Xiao-hui, HUANG Wei-zeng, ZHAO Xu-ran. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON THE SEISMIC BEHAVIOR OF CORRODED PLANE STEEL FRAMES UNDER OFFSHORE ATMOSPHERIC ENVIRONMENT [J]. Engineering Mechanics, 2018, 35(7): 62-73,82.
[9] ZHANG Yao-ting, YANG Li, ZHANG Jiang, ZHANG Cheng-cheng. STUDY ON DESIGN METHOD OF STRONG COLUMN AND WEAK BEAM BASED ON FRAGILITY FOR PRESTRESSED CONCRETEFRAME STRUCTURES [J]. Engineering Mechanics, 2018, 35(7): 104-116.
[10] MA Hui, LI San-zhi, LI Zhe, WANG Zhen-shan, LIANG Jiong-feng. SHEAR BEARING CAPACITY OF STEEL REINFORCED RECYCLED CONCRETE COLUMN-STEEL BEAM COMPOSITE FRAME JOINTS [J]. Engineering Mechanics, 2018, 35(7): 176-186.
[11] LIU Zu-qiang, XUE Jian-yang, HAN Chen, YANG Qing-feng. EXPERIMENTAL STUDY ON ASEISMIC PERFORMANCE OF SOLID STEEL REINFORCED CONCRETE T-SHAPED COLUMN [J]. Engineering Mechanics, 2018, 35(5): 17-26.
[12] XUE Wei-chen, LI Ya, CAI Lei, HU Xiang. IN-PLANE AND OUT-OF-PLANE MECHANICAL BEHAVIOR OF DOUBLE FACED SUPERPOSED CONCRETE SHEAR WALLS [J]. Engineering Mechanics, 2018, 35(5): 47-53,142.
[13] WANG Ni, CHEN Zong-ping, CHEN Yu-liang. ANALYSIS ON SEISMIC PERFORMANCE OF STEEL REINFORCED CONCRETE L-SHAPED COLUMN SPACE CORNER JOINTS [J]. Engineering Mechanics, 2018, 35(5): 180-192.
[14] SUN Xiao-yun, HAN Jian-ping, DANG Yu, ZHOU Ying. EFFECT OF GROUND MOTION DURATION ON SEISMIC FRAGILITY OF RC FRAMES WITH DIFFERENT BEAM-COLUMN JOINT FAILURE MODES [J]. Engineering Mechanics, 2018, 35(5): 193-203.
[15] LI Yong, YAN Wei-ming, LIU Jing-bo, XIE Meng-fei. SEISMIC VULNERABILITY ANALYSIS AND A SHAKING TABLE TEST OF A NEAR-FAULT CONTINUOUS VIADUCT [J]. Engineering Mechanics, 2018, 35(4): 52-60,86.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Zhong-xian,HUANG Xin. INFLUENCE OF TRAVELING WAVE EFFECT ON SEISMIC RESPONSES OF CONTINUOUS RIGID-FRAMED BRIDGE IN DEEP WATER[J]. Engineering Mechanics, 2013, 30(3): 120 -125 .
[2] WANG Jin-ting;ZHANG Chu-han;JIN Feng. ON THE ACCURACY OF SEVERAL EXPLICIT INTEGRATION SCHEMES FOR DYNAMIC EQUATION WITH DAMPING[J]. Engineering Mechanics, 2006, 23(3): 1 -5 .
[3] XIONG Tie-hua;CHANG Xiao-lin. APPLICATION OF RESPONSE SURFACE METHOD IN SYSTEM RELIABILITY ANALYSIS[J]. Engineering Mechanics, 2006, 23(4): 58 -61 .
[4] SHI Bao-jun;YUAN Ming-wu;SONG Shi-jun. LEAST-SQUARE POINT COLLOCATED MESHLESS METHOD BASED ON KERNEL REPRODUCING FOR HYDRODYNAMIC PROBLEMS[J]. Engineering Mechanics, 2006, 23(4): 17 -21,3 .
[5] YANG Pu;LIU Ying-hua;YUAN Hong-yan;CEN Zhang-zhi. A MODIFIED ELASTIC COMPENSATION METHOD FOR THE COMPUTATION OF LIMIT LOADS[J]. Engineering Mechanics, 2006, 23(3): 21 -26 .
[6] LUO Zhan-you;XIA Jian-zhong;GONG Xiao-nan. UNIFIED SOLUTION FOR THE EXPANSION OF SPHERICAL CAVITY IN STRAIN-SOFTENING MATERIALS WITH DIFFERENT ELASTIC MODULI IN TENSILE AND COMPRESSION[J]. Engineering Mechanics, 2006, 23(4): 22 -27 .
[7] WU Chen;ZHOU Rui-zhong. ELEMENT-FREE GALERKIN METHOD WITH WAVELET BASIS AND ITS COMPARISON WITH FINITE ELEMENT METHOD[J]. Engineering Mechanics, 2006, 23(4): 28 -32 .
[8] CAO Hui;Michael I. Friswell. NONDESTRUCTIVE DAMAGE EVALUATION INDICATOR BASED ON MODAL FLEXIBILITY CURVATURE[J]. Engineering Mechanics, 2006, 23(4): 33 -38 .
[9] LI Qing-xiang;SUN Bing-nan;. AERODYNAMIC STABILITY ANALYSIS OF SMALL CURVED MEM- BRANE IN UNIFORM FLOW[J]. Engineering Mechanics, 2006, 23(4): 39 -44,5 .
[10] LI Hua-bo;XU Jin-quan;YANG Zhen. THREE DIMENSIONAL THEORETICAL SOLUTION OF A TANGENTIAL FORCE ON THE SURFACE OF TWO COATING MATERIALS WITH THE SAME THICKNESS[J]. Engineering Mechanics, 2006, 23(4): 45 -51 .