EVALUATION OF STRESS-STRAIN STATE OF CONSTRUCTION STRUCTURES UNDER SEISMIC LOADS EXPOSURE

被引：0

作者：

Maryenkov, M. G. ^{[1
,2
]}

Bogdan, D., V ^{[1
]}

Sakharov, V. O. ^{[3
,4
]}

机构：

[1] DP State Res Inst Bldg Struct, Tech Sci, Kiev, Ukraine

[2] DP State Res Inst Bldg Struct, Kiev, Ukraine

[3] Kiev Natl Univ Civil Engn & Architecture, Tech Sci, Kiev, Ukraine

[4] Kiev Natl Univ Civil Engn & Architecture, Kiev, Ukraine

来源：

OPIR MATERIALIV I TEORIA SPORUD-STRENGTH OF MATERIALS AND THEORY OF STRUCTURES | 2015年 / 96期

关键词：

dirt basis; foundation; deformation; stress; amplitude; seismic loads; modeling; oscillation damping;

D O I：

暂无

中图分类号：

TB3 [工程材料学];

学科分类号：

0805 ; 080502 ;

摘要：

The results of spatial interaction evaluation of the elements in the "basis - foundation structure" system under seismic loads exposure were presented in this paper. The oscillation damping processes in the ground and engineering constructions were taken into account. Calculations of the structure on pile foundation and comparison of the results from the first form of natural vibrations were conducted. The comparison of the oscillation amplitudes of the construction under elastic and non-linear deformations was made.

引用

页码：3 / 22

页数：20

共 11 条

[1]

Birbraer A., 1998, STRUCTURE ANAL SEISM

[2]

Boyko I, 2005, Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5, P1447

[3]

Boyko I., 2009, MODERN TECHNOLOGIES, V128, P53

[4]

Boyko I., 2006, BASES FDN INTERDEPAR, V30

[5]

DBN V. 1.1-12: 2006, 2006, CONSTR SEISM REG UK

[6]

Gorodetsky A., 2003, PROGRAM COMPLEX CALC

[7]

Lysmer J., 1969, JOUR ENG MECH DIV P, V95

[8]

Maryenkov N., 2013, THESIS

[9]

Nemchinov Yu, 2008, BUILDING CONSTRUCTIO, V76, P8

[10]

Report on the theme, 2013, DEFINITION SEISMIC H

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