Design and parameter analysis for new self-centering steel truss beam

doi:10.11835/j.issn.1000-582X.2019.01.003

Home > Archive>Volume 42, Issue 1, 2019 >25-35. DOI:10.11835/j.issn.1000-582X.2019.01.003

Design and parameter analysis for new self-centering steel truss beam
DOI:
                        10.11835/j.issn.1000-582X.2019.01.003
                    
CSTR:
                        [cstr]
                    
Author:
                        YANG PuYANG Pu
School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China
Find this author on All Journals
Find this author on BaiDu
Search for this author on this site
SHEN PeiwenSHEN Peiwen
School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China
Find this author on All Journals
Find this author on BaiDu
Search for this author on this site
HUANG ChengHUANG Cheng
CMCU Engineering Co., Ltd., Chongqing 400039, P. R. China
Find this author on All Journals
Find this author on BaiDu
Search for this author on this site
HONG JihaoHONG Jihao
School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China
Find this author on All Journals
Find this author on BaiDu
Search for this author on this site
DU FangzhouDU Fangzhou
School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China
Find this author on All Journals
Find this author on BaiDu
Search for this author on this site

                    
Affiliation:
Clc Number:TU391
Fund Project:

Article

Figures

Metrics

Reference [16]

Related [20]

Cited by

Materials

Comments

Abstract:

For the different position installation and different type of energy dissipation element for self-centering steel truss beam (SCSTB), the theoretical calculating formula of moment capacity and stiffness at end of beam are deducted corresponding to major points of their hysteretic curve when butterfly fuse is installed. Bending stiffness and energy dissipation capacity of SCSTB with butterfly fuse and bucking restrained energy dissipation bar are comparatively analyzed, and the plan of bucking restrained energy dissipation bar is optimal one. Area of prestressed bar, initial stress of prestressed bar, SC parameter are important parameters for evaluation of self-centering function and energy dissipation capacity; seismic behavior of SCSTB is researched by numerical analysis, on the basis of which, the range of optimum parameters is determined, and it can be used as a reference for the design of this component.

Key words:self-centering;steel truss beam;damper;design parameter;seismic behavior

Reference

[1] Ricles J M, Sause R, Garlock M M, et al. Posttensioned seismic-resistant connections for steel frames[J]. Journal of Structural Engineering, 2001, 127(2):113-121.

[2] Ricles J M, Sause R, Peng S W, et al. Experimental evaluation of earthquake resistant posttensioned steel connections[J]. Journal of Structural Engineering, 2002, 128(7):850-859.

[3] Garlock M M, Ricles J M, Sause R. Experimental studies of full-scale posttensioned steel connections[J]. Journal of Structural Engineering, 2005, 131(3):438-448.

[4] Garlock M M, Sause R, Ricles J M. Behavior and design of posttensioned steel frame systems[J]. Journal of Structural Engineering, 2007, 133(3):389-399.

[5] Garlock M E M, Li J. Steel self-centering moment frames with collector beam floor diaphragms[J]. Journal of Constructional Steel Research, 2008, 64(5):526-538.

[6] Ricles J M, Sause R, Lin Y C, et al. Self-centering moment connections for damage-free seismic response of steel MRFs[C]. Structures Congress, 2010.

[7] Lin Y C, Ricles J M, Sause R, et al. Earthquake simulations on a self-centering steel moment resisting frame with web friction devices[C]. 14th world conference on earthquake engineering, 2008.

[8] Tzimas A S, Dimopoulos A I, Karavasilis T L. EC_8-B ased seismic design and assessment of self-centering post-tensioned steel frames with viscous dampers[J]. Journal of Constructional Steel Research, 2015, 105:60-73.

[9] 潘振华,潘鹏,叶列平,等.自复位钢框架节点有限元模拟及参数分析[J].建筑结构学报,2011,32(3):35-42. PAN Zhenhua, PAN Peng, YE Lieping, et al. Modeling and parametric study of beam-to-column connection for self-centering steel moment frames[J]. Journal of Building Structures, 2011, 32(3):35-42. (in Chinese)

[10] 郭彤,宋良龙.腹板摩擦式自定心预应力混凝土框架基于性能的抗震设计方法[J].建筑结构学报,2014,35(2):22-28. GUO Tong, SONG Lianglong. Performance-based seismic design method of self-centering prestressed concrete frames with web friction devices[J]. Journal of Building Structures, 2014, 35(2):22-28. (in Chinese)

[11] Song L L, Guo T, Gu Y, et al. Experimental study of a self-centering prestressed concrete frame subassembly[J]. Engineering Structures, 2015, 88:176-188.

[12] 蔡小宁,孟少平.预应力自复位混凝土框架节点抗震性能数值模拟[J].工程力学,2016,33(3):143-151. CAI Xiaoning, MENG Shaoping. Numerical analysis for seismic behavior of self-centering post-tensioned precast beam-to-column connections[J]. Engineering Mechanics, 2016, 33(3):143-151.(in Chinese)

[13] 张艳霞,叶吉健,杨凡,等.自复位钢框架结构抗震性能动力时程分析[J].土木工程学报,2015,48(7):30-40. ZHANG Yanxia, YE Jijian, YANG Fan, et al. Seismic behavior time-history analysis of integral steel self-centering moment resisting frame[J]. China Civil Engineering Journal, 2015, 48(7):30-40. (in Chinese)

[14] Zhang A L, Zhang Y X, Li R, et al. Cyclic behavior of a prefabricated self-centering beam-column connection with a bolted web friction device[J]. Engineering Structures, 2016, 111:185-198.

[15] 黄诚.一种自复位钢桁架梁构件非线性模拟分析[D].重庆:重庆大学,2015. HUANG Cheng. Nonlinear simulation and analysis of self-centering steel truss beam[D]. Chongqing:Chongqing University, 2015.(in Chinese)

[16] GB50011-2010,建筑抗震设计规范(2016年版)[S].北京:中国建筑工业出版社,2016. GB50011-2010 Code for seismic design of buildings (2016)[S]. Beijing:China Architecture & Building Press, 2016. (in Chinese)

Get Citation

杨溥,沈培文,黄诚,洪基豪,杜方舟.新型自复位钢桁架梁的设计及参数分析[J].重庆大学学报,2019,42(1):25~35

Copy

Article Metrics

Abstract:965
PDF: 1234
HTML: 550
Cited by: 0

History

Received:July 05,2018
Revised:
Adopted:
Online: January 16,2019
Published:

Home

Get Citation

Share

Article Metrics

History

Article QR Code