ZOU Yun, ZHANG Zhen-xuan, LI Kai-wen, WANG Cheng-quan. ANALYSIS ON DYNAMIC CHARACTERISTICS AND SEISMIC BEHAVIOR OF CENTRICALLY BRACED STEEL FRAME[J]. Engineering Mechanics, 2011, 28(增刊I): 48-052.
Citation: ZOU Yun, ZHANG Zhen-xuan, LI Kai-wen, WANG Cheng-quan. ANALYSIS ON DYNAMIC CHARACTERISTICS AND SEISMIC BEHAVIOR OF CENTRICALLY BRACED STEEL FRAME[J]. Engineering Mechanics, 2011, 28(增刊I): 48-052.

ANALYSIS ON DYNAMIC CHARACTERISTICS AND SEISMIC BEHAVIOR OF CENTRICALLY BRACED STEEL FRAME

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • In order to analyze dynamic characteristics of steel frames with different pattern of braces, three structures with X braces, V braces and inverted V braces were designed utilizing PKPM software. Finite element analyses on these structures were carried out by using ANSYS and SAP2000 to investigate the effects of brace pattern on structural stiffness. Then, time history analysis using El-Centro wave and SHW2 wave were performed. Results show that V braces and inverted V braces are close in improving dynamic characteristics of structures and more effective than X braces.
  • Related Articles

    [1]YANG Zhi-jian, LEI Yue-qiang. FINITE ELEMENT ANALYSIS OF THE SHEAR BEHAVIOR OF PRESTRESSED HIGH-STRENGTH CONCRENTE PILES[J]. Engineering Mechanics, 2020, 37(S): 200-207. DOI: 10.6052/j.issn.1000-4750.2019.04.S036
    [2]WANG Wei-yi, JI Kun, WEN Rui-zhi, REN Ye-fei, YIN Jian-hua. IMPACT OF STRONG GROUND MOTION'S PROCESS PROCEDURE ON THE STRUCTURAL NONLINEAR TIME-HISTORY ANALYSIS[J]. Engineering Mechanics, 2020, 37(S): 42-50, 62. DOI: 10.6052/j.issn.1000-4750.2019.04.S003
    [3]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. DOI: 10.6052/j.issn.1000-4750.2017.02.0127
    [4]ZHENG Shan-suo, ZHANG Xiao-hui, WANG Xiao-fei, CHENG Yang, ZUO Ying. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON ASEISMIC BEHAVIORS OF CORRODED STEEL FRAME COLUMNS[J]. Engineering Mechanics, 2016, 33(10): 145-154. DOI: 10.6052/j.issn.1000-4750.2015.03.0165
    [5]HU Fang-xin, SHI Gang, SHI Yong-jiu, CAI Jian-guang, LI Ya-ning, SUN Yi, WANG Hai-tao. FINITE ELEMENT ANALYSIS ON SEISMIC PERFORMANCE OF SPECIFICALLY PRE-FABRICATED BEAM-COLUMN CONNECTIONS[J]. Engineering Mechanics, 2015, 32(6): 69-75,98. DOI: 10.6052/j.issn.1000-4750.2013.11.1117
    [6]ZHENG Shan-suo, XU Qiang, TIAN Jin, HAN Yan-zhao, SUN Le-bin. ANALYSIS OF SEISMIC BEHAVIOR OF WELDED CONNECTIONS CONSIDERING THE EFFECTS OF LOCAL STRUCTURAL FORM[J]. Engineering Mechanics, 2014, 31(10): 136-142. DOI: 10.6052/j.issn.1000-4750.2013.04.0377
    [7]REN Zheng-yue. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SEISMIC BEHAVIOR OF CONCRETE WALLS WITH CONSTRUCTION FORMWORK[J]. Engineering Mechanics, 2012, 29(12): 147-155. DOI: 10.6052/j.issn.1000-4750.2011.04.0217
    [8]LIN Qian, DENG Zhi-heng, LIU Qi-zhou. EXPERIMENTAL STUDY AND NONLINEAR FINITE ELEMENT ANALYSIS ON THE SEISMIC PERFORMANCE OF FULL-SCALE STEEL TRUSS COUPLING BEAMS[J]. Engineering Mechanics, 2012, 29(7): 256-263. DOI: 10.6052/j.issn.1000-4750.2011.03.0175
    [9]SHI Yong-jiu, WANG Meng, WANG Yuan-qing. SEISMIC BEHAVIOR ANALYSIS OF STEEL FRAME BY MULTI-SCALE CALCULATION METHOD[J]. Engineering Mechanics, 2011, 28(12): 20-26. DOI: 10.6052/j.issn.1000-4750.2010.03.0208
    [10]ZHOU Jian-zhong, ZHAO Hong-tie, XUE Jian-yang, XU Zhao-dong. THE ELASTOPLASTIC TIME HISTORY ANALYSIS OF STRUCTURES WITH FUZZY HYBRID CONTROL[J]. Engineering Mechanics, 2003, 20(4): 152-155,.

Catalog

    Article Metrics

    Article views (1700) PDF downloads (431) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return