GUAN Binlin,LIAN Ming,SU Mingzhou.Comparison of influence of lateral load patterns on steel framed-tube structure with links[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2020,40(01):141-154.[doi:10.13197/j.eeev.2020.01.141.guanbl.014]





Comparison of influence of lateral load patterns on steel framed-tube structure with links
关彬林1 连鸣12 苏明周12
1. 西安建筑科技大学 土木工程学院, 陕西 西安 710055;
2. 西安建筑科技大学 结构工程与抗震教育部重点实验室, 陕西 西安 710055
GUAN Binlin1 LIAN Ming12 SU Mingzhou12
1. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China;
2. Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education(XAUAT), Xi’an 710055, China
steel framed-tubelinklateral load patterntime history analysisPushover analysis
The steel framed-tube structure with replaceable shear links (SFTS-links) is a new structure with energy dissipation, which utilizes links located in mid-span of partial spandrel beams to centralize plastic deformation for the purpose of rapid replacement and recovery of structural function after earthquakes. Selecting sections of its members preliminarily by means of time history analysis will result in higher computational costs. The difference in analysis results from the common lateral load patterns and time history analysis and the influence of lateral load patterns on design safety of SFTS-links need to be evaluated. Time history analysis of bi-directional earthquakes and Pushover analysis of five lateral load patterns were conducted for a 30-storey SFTS-links by SAP2000 software, and floor displacements, storey drift angles, storey shear, storey overturning moment and performance points under three levels (frequent, moderate and rare earthquake) were compared, and axial force of columns, plastic hinge distribution under rare earthquakes were also compared. And the influence of lateral load patterns on structural performance was evaluated and several design suggestions on the SFTS-links were given. The results shows that calculation results of lateral load patterns have certain reference value in the behavior estimation of the SFTS-links. The single lateral load pattern is not enough to predict its performance, and two or more lateral load patterns should be considered to evaluate its behavior. The maximum storey drift angle by each lateral load pattern under severe earthquake is obviously larger than the average value by elasto-plastic time history, and ductility coefficient of the SFTS-links under each lateral load pattern is about 2. Sections of components can be selected according to uniform distribution, SRSS distribution and height equivalent distribution in the preliminary design of SFTS-links, and finally, time history analysis should be used to check the estimated sections.


[1] 段晓农. 新型筒体结构体系[J]. 海南大学学报:自然科学版, 1996, 14(2):189-193. DUAN Xiaonong. New tube structure system[J]. Journal of Hainan University:Natural Science, 1996, 14(2):87-92. (in Chinese)
[2] 曹希尧, 李家宝, 李存权. 框筒结构两种典型简化分析方法的综合比较[J]. 湖南大学学报, 1997, 24(1):87-92. CAO Xiyao, LI Jiabao, LI Cunquan. Comparison of two typical simplified analysis methods for frame tube structures[J]. Journal of Hunan University, 1997, 24(1):87-92. (in Chinese)
[3] San Francisco Planning and Urban Renewal Association (SPUR). The resilient city:Creating a new framework for disaster planning[EB]. http://www.spur.org/featured-project/resilient-city,2009.
[4] National Research Council. National earthquake resilience:Research, implementation and outreach[R]. Washington, DC:the National Academies Press, 2011.
[5] 陈云, 高洪波. 工程结构可更换的设计思想和实现途径[J]. 低温建筑技术, 2015, 37(9):48-50. CHEN Yun, GAO Hongbo. Design ideas and approaches of replaceable engineering Structure[J]. Low Temperature Architecture Technology, 2015, 37(9):48-50. (in Chinese)
[6] 纪晓东, 钱稼茹. 震后功能可快速恢复联肢剪力墙研究[J]. 工程力学, 2015, 32(10):1-8. JI Xiaodong, QIAN Jiaru.Study of earthquake-resilient coupled shear walls[J]. Engineering Mechanics, 2015, 32(10):1-8. (in Chinese)
[7] Nikoukalam M T, Dolatshahi K M. Development of structural shear fuse in moment resisting frames[J]. Journal of Constructional Steel Research, 2015, 114:349-361.
[8] Mahmoudi F, Dolatshahi K M, Mahsuli M, et al. Experimental evaluation of steel moment resisting frames with a nonlinear shear fuse[C]//Geotechnical and Structural Engineering Congress 2016, 624-634.
[9] 段留省, 苏明周, 郝麒麟, 等. 高强钢组合K形偏心支撑钢框架抗震性能试验研究[J]. 建筑结构学报, 2014, 35(7):18-25. DUAN Liusheng, SU Mingzhou, HAO Qilin et al.Experimental study on seismic behavior of high strength steel composite K-type eccentrically braced frame[J]. Journal of Building Structures, 2014, 35(7):18-25. (in Chinese)
[10] 李慎, 苏明周, 连鸣, 等. 多层高强钢组合K形偏心支撑钢框架抗震性能研究[J]. 土木工程学报, 2015, 48(10):38-47. LI Shen, SU Mingzhou, LIAN Ming, et al. Seismic behavior of multi-storey high strength steel composite K-type eccentrically braced steel frame[J]. China Civil Engineering Journal, 2015, 48(10):38-47. (in Chinese)
[11] 陈建兴, 姜文伟, 穆为. Pushover分析在性能化抗震设计中的应用[J]. 结构工程师, 2008, 24(3):81-86. CHEN Jianxing, JIANG Wenwei, MU Wei. Application of Pushover analysis in performance based seismic design[J]. Structural Engineers, 2008, 24(3):81-86. (in Chinese)
[12] GB50011-2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2010. GB50011-2010 Code for Seismic Design of Buildings[S]. Beijing:China Architecture & Building Press, 2010. (in Chinese)
[13] 缪志伟, 马千里, 叶列平, 等. Pushover方法的准确性和适用性研究[J]. 工程抗震与加固改造, 2008, 30(1):55-59. MIAO Zhiwei, MA Qianli, YE Lieping, et al. Study on the accuracy and applicability of the Pushover Analysis[J]. Earthquake Resistant Engineering and Retrofitting, 2008, 30(1):55-59. (in Chinese)
[14] 侯爽, 欧进萍. 结构Pushover分析的侧向力分布及高阶振型影响[J]. 地震工程与工程振动, 2004, 24(3):89-97. HOU Shuang, OU Jinping. A study of load pattern selection of Pushover analysis and influence of higher modes[J]. Earthquake Engineering & Engineering Dynamics, 2004, 24(3):89-97. (in Chinese)
[15] 侯爱波, 汪梦甫, 周锡元. Pushover分析方法中各种不同的侧向荷载分布方式的影响[J]. 世界地震工程, 2007, 23(3):120-128. HOU Aibo, WANG Mengfu, ZHOU Xiyuan. The effect of many different lateral load patterns in the pushover analysis[J]. World Earthquake Engineering, 2007, 23(3):120-128. (in Chinese)
[16] 孙爱伏, 欧进萍. 高层钢结构抗震Pushover分析的侧向力分布方式及其影响[J]. 地震工程与工程振动, 2008, 28(4):88-93. SUN Aifu, OU Jinping. Lateral action patterns and their effects on Pushover seismic analysis of steel tall buildings[J]. Earthquake Engineering & Engineering Dynamics, 2008, 28(4):88-93. (in Chinese)
[17] 关彬林, 连鸣, 苏明周. 钢框筒Pushover分析侧向力分布方式的影响比较[J]. 地震工程与工程振动, 2019, 39(1):146-157. GUAN Binlin, LIAN Ming, SU Mingzhou. Comparison of influence of lateral load patterns on Pushover analysis of steel framed-tube structure[J]. Earthquake Engineering & Engineering Dynamics, 2019, 39(1):146-157. (in Chinese)
[18] 关彬林, 连鸣, 苏明周, 等. 高层钢框筒结构截面尺寸预估的新方法[J]. 西安建筑科技大学学报:自然科学版, 2018, 50(4):526-535. GUAN Binlin, LIAN Ming, SU Mingzhou, et al. A new method for estimating section dimension of high-rise steel framed-tube structure[J]. J. Xi’an Univ. of Arch. & Tech:Natural Science Edition, 2018, 50(4):526-535. (in Chinese)
[19] GB50017-2017钢结构设计标准[S]. 北京:中国建筑工业出版社, 2017. GB50017-2017 Standard for Design of Steel Structures[S]. Beijing:China Architecture & Building Press, 2017. (in Chinese)
[20] JGJ99-2015高层民用建筑钢结构技术规程[S]. 北京:中国建筑工业出版社, 2015. JGJ99-2015 Technical Specification for Steel Structure of Tall Building[S]. Beijing:China Architecture & Building Press, 2015. (in Chinese)
[21] Federal Emergency Management Agency (FEMA). Prestandard and commentary for the seismic rehabilitation of buildings[R]. FEMA Report 356. Washington DC:FEMA, 2000.
[22] ATC-40. Seismic Evaluation and Retrofit of Concrete Buildings[R]. Applied Technology Council, Red WoodCity, California, 1996.
[23] 住房和城乡建设部工程质量安全监管司. 2009全国民用建筑工程设计技术措施/结构/结构体系[M]. 北京:中国计划出版社, 2009. Department of Housing Quality and Safety Supervision, Ministry of Housing and Urban-Rural Development. 2009 national civil engineering design technical measures/structure/structure system[M]. Beijing:China Planning Press, 2009. (in Chinese)


 PAN Xiuzhen,HAO Jiping,GAO Jie.Experimental study on earthquake-resistent behavior of D-type energy dissipating eccentrically braced steel frames[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2009,29(01):146.
 YU Anlin,ZHAO Baocheng,LI Renda,et al.Experimental study on effect of link beam web depth-thickness ratio on energy-dissipation of Y-shaped eccentrically braced steel frames[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2009,29(01):143.
 ZHOU Yun,HE Zhiming,ZHANG Chao,et al.Structure analysis of replaceable shear link eccentrically brace with steel shear panel damper[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2015,35(01):068.[doi:10.13197/j.eeev.2015.05.68.zhouy.011]
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更新日期/Last Update: 1900-01-01