Seismic energy response of a high-rise building with frame-core tube structure considering soil-structure interactions

被引：0

作者：

Shen C. ^{[1
]}

Qian D. ^{[1
]}

Zhang H. ^{[1
]}

机构：

[1] College of Civil Engineering, Hefei University of Technology, Hefei

来源：

Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology | 2019年 / 51卷 / 12期

关键词：

Dynamic interaction system; Energy response; Frame-core tube structure; High-rise building; Shaking table test;

D O I：

10.11918/j.issn.0367-6234.201902028

中图分类号：

学科分类号：

摘要：

To investigate the seismic energy response of a high-rise building considering the effect of soil-structure interaction (SSI) under seismic excitation, two shaking table test models, a fix-based (FB) model and a SSI model, were designed for simulating the high-rise building with frame-core tube structure based on the Buckingham π theorem and the principle of equivalent bending stiffness and strength. The original test data preprocessing method, energy equation of multi-degree-of-freedom system, and calculation method of the parameter matrix of the test model structure were explored in this study. Soil Effects on the dynamic characteristics and energy response of the superstructure of the two models were analyzed by comparing the kinetic energy, elastic strain energy, damping and hysteretic energy dissipation of soil under simulated seismic ground motions with different intensities. The results show that the energy response of the superstructure of the SSI test model was smaller than that of the FB model. The ratio of the soil damping of energy dissipation decreased with the increase of the seismic intensity. The soil could change the dynamic characteristics and energy response of the superstructure, but not the distribution trend of the energy response along the superstructure. © 2019, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.

引用

页码：63 / 70

页数：7

共 18 条

[1]

Xue J., Zhang F., Zhao H., Et al., Potential and energy dissipation-based seismic damage evaluation of ancient timber structure, Journal of Building Structures, 33, 8, (2012)

[2]

Wen L., Lou Y., Nie J., Energy-based analysis in elastic-plastic time-history analysis of structure under large earthquake, China Civil Engineering Journal, 47, 5, (2014)

[3]

Li K., Shi Q., Wang P., Et al., Seismic response energy analysis for reinforced concrete frame-core wall structures, Journal of Vibration and Shock, 33, 8, (2014)

[4]

Gajan S., Saravanathiiban D.S., Modeling of energy dissipation in structural devices and foundation soil during seismic loading, Soil Dynamics and Earthquake Engineering, 31, 8, (2011)

[5]

Morales-Beltran M., Turan G., Yildirim U., Et al., Distribution of strong earthquake input energy in tall buildings equipped with damped outriggers, Structural Design of Tall and Special Buildings, 27, 8, (2018)

[6]

Shen C., Qian D.L., Dynamic characteristics and seismic response of frame-core tube structures, considering soil-structure interactions, Structural Design of Tall and Special Buildings, 28, 3, (2019)

[7]

Lu X., Chen Y., Chen B., Et al., Shaking table testing of dynamic soil-structure interaction system, Earthquake Engineering and Engineering Vibration, 20, 4, (2000)

[8]

Jiang Y., Qian D., Zhang Z., Et al., Shaking table tests on dynamic interaction of frame-core tube structure and subgrade, Journal of Building Structures, 37, 2, (2016)

[9]

Yang Y., Qian D., Tong G., Experimental study on a super high-rise building with a concrete frame-core tube, Journal of Vibration and Shock, 35, 16, (2016)

[10]

Code for seismic design of buildings: GB 50011-2010, (2016)

← 1 2 →