GONG Yao-qing, LI Ke. SEMI-ANALYTICAL ANALYSIS FOR FREE VIBRATION OF SUPER TALL BUNDLED-TUBE STRUCTURES WITH SUBGRADE DEFORMATION[J]. Engineering Mechanics, 2008, 25(8): 97-103.
Citation: GONG Yao-qing, LI Ke. SEMI-ANALYTICAL ANALYSIS FOR FREE VIBRATION OF SUPER TALL BUNDLED-TUBE STRUCTURES WITH SUBGRADE DEFORMATION[J]. Engineering Mechanics, 2008, 25(8): 97-103.

SEMI-ANALYTICAL ANALYSIS FOR FREE VIBRATION OF SUPER TALL BUNDLED-TUBE STRUCTURES WITH SUBGRADE DEFORMATION

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • This paper establishes a semi-analytical three-dimensional model for the super tall bundled-tube structure considering interactions between the subgrade, foundation and the superstructure. It is a combination of stiffened-thin-walled tubes with continuously distributed mass and stiffness, and supported on the semi-infinite elastic subgrade. The free vibration analysis of the model is, by principle of energy, transformed into solving eigenvalues of a set of ordinary differential equations (ODEs). The eigenvalues are solved by COLSYS, an ODEs solver. The efficiency and accuracy of the simplified semi-analytical model are verified by an example, and some conclusions are obtained.
  • Related Articles

    [1]JIANG Zhi-wei, YANG Xiu-ren, LI Xia. RESPONSE COMPARISONS OF PRECAST AND CAST-IN-PLACE SUBWAY STATION STRUCTURES IN THE HIGH SEISMIC INTENSITY REGION[J]. Engineering Mechanics, 2025, 42(1): 164-173. DOI: 10.6052/j.issn.1000-4750.2022.10.0904
    [2]CHEN Xuan, XIONG Zhong-ming, CHEN Zhi. SHAKING TABLE TEST AND NUMERICAL SIMULATION ON SUBWAY STATION IN GROUND FISSURE AREA[J]. Engineering Mechanics, 2023, 40(7): 228-238. DOI: 10.6052/j.issn.1000-4750.2022.03.0260
    [3]XIONG Zhong-ming, CHEN Xuan, WANG Yun, XIONG Wei-yang, ZHANG Chao. RESEARCH ON SHAKING TABLE TEST OF FRAME STRUCTURE CROSSING THE GROUND FISSURE WITH BRACES[J]. Engineering Mechanics, 2019, 36(10): 86-95. DOI: 10.6052/j.issn.1000-4750.2018.09.0483
    [4]MENG Dong-liang, YANY Meng-gang, FEI Fan. SHAKE-TABLE TESTS ON THE INFLUENCE OF THE POUNDING ON TRANSVERSE SEISMIC RESPONSES OF HIGH-SPEED RAILWAY SIMPLY-SUPPORTED BRIDGES[J]. Engineering Mechanics, 2019, 36(8): 161-170,181. DOI: 10.6052/j.issn.1000-4750.2018.07.0419
    [5]DENG Ming-ke, DONG Zhi-fang, YANG Shuo, WANG Lu, ZHOU Tie-gang. Shaking table test on damaged masonry structure reinforced with high ductile concrete layer[J]. Engineering Mechanics, 2019, 36(7): 116-125. DOI: 10.6052/j.issn.1000-4750.2018.03.0185
    [6]JIANG Xin-liang, ZHANG Chong-xiang, JIANG Nan, LUO Lan-fang. STUDY ON SHAKING TABLE REAL-TIME SUBSTRUCTURE EXPERIMENTAL METHODOLOGY OF EQUIPMENT-STRUCTURE-SOIL SYSTEM[J]. Engineering Mechanics, 2019, 36(2): 177-185,223. DOI: 10.6052/j.issn.1000-4750.2017.12.0943
    [7]ZHANG Li-hong, HU Xiao, ZENG Di, ZHOU De-cai, MAO Yu, LÜ Wei. Research on selection of high voltage side valve hall in high seismic intensity area based on seismic performance[J]. Engineering Mechanics, 2018, 35(S1): 320-324. DOI: 10.6052/j.issn.1000-4750.2017.05.S061
    [8]XIONG Zhong-ming, WEI Jun, CHEN Xuan, ZHANG Chao, CHENG Pan. RESEARCH ON SHAKING TABLE TEST AND NUMERICAL MODELLING OF FRAME STRUCTURE CROSSING GROUND FISSURE[J]. Engineering Mechanics, 2018, 35(5): 214-222. DOI: 10.6052/j.issn.1000-4750.2017.06.0473
    [9]TANG Zhen-yun, CHEN Shi-cai, ZHANG Jin-xi, LI Zhen-bao. STUDY ON THE STABILITY PREDICTION OF REAL-TIME DYNAMIC SUBSTRUCTURING SYSTEM BASED ON SHAKING TABLE[J]. Engineering Mechanics, 2016, 33(12): 217-224. DOI: 10.6052/j.issn.1000-4750.2015.08.0716
    [10]WANG Qiang, WANG Jin-ting, JIN Feng, ZHANG Chu-han. REAL-TIME DYNAMIC HYBRID TESTING BASED ON SHAKING-TABLE AND ITS APPLICATION TO A TWO STOREY RIGID FRAME[J]. Engineering Mechanics, 2010, 27(10): 57-064.

Catalog

    Article Metrics

    Article views (1424) PDF downloads (319) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return