Time-Domain Analysis for Structure Dynamic Response Induced by Human

Yi He Wang; Na Yang

doi:10.4028/www.scientific.net/AMM.351-352.126

Paper Titles

Design Recommendation for Large Depth-to-Span Ratio and Opening of Single-Layer Spericallattice Shells
p.109

Study on Influence of Temperature to Section Deformation of Steel Box Girder during Cantilever Installation
p.114

Dynamical Model Updating Based on Gradient Regularization Method
p.118

Comparison and Analysis of the Artificial Boundary in Homogeneous Elastic Semi-Infinite Foundation
p.122

Time-Domain Analysis for Structure Dynamic Response Induced by Human
p.126

Experiment Study and Nonlinear Analysis of a New Skip-Floor Staggered Shear Wall Structure for High-Rise Buildings
p.131

Finite Element Modelling of Concrete-Filled Steel Tube Reinforced Concrete Stub Columns under Axial Compression
p.138

Research on Non-Destructive Testing for Defects of Steel Bar in Concrete
p.143

Numerical Simulation on Beating Capacity of Steel Reinforced Light Aggregate Concrete Beam
p.148

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Time-Domain Analysis for Structure Dynamic...

Time-Domain Analysis for Structure Dynamic Response Induced by Human

Abstract:

Structure vibration response induced by human has become an important problem which draws more attention. This paper is concerned with the calculation of human-induced vibration. Based on the summary and analysis of numerical integration technique, we choice one more suitable method to model the floor vibration submitted to human. According to the representative continuous walking load time history, large calculation was made. Through the analysis of floor vibration response and regular pattern, the research in this paper can provide references and suggestions on human-induced vibration problems in practical engineering.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

126-130

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.126

Citation:

Cite this paper

Online since:

August 2013

Authors:

Yi He Wang, Na Yang

Keywords:

Floor Vibration, Human Walking, Human-Induced Dynamic Loads, Numerical Integration Technique, Structural Engineering

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Ellingwood B, Tallin A．Structural serviceability：floor vibrations [J]. Journal of structural engineering, 1984, 110(2): 401-418.

Google Scholar

[2] Matsumoto Y, Nishioka T, Shiojiri h. Dynamic design of footbridges [A]. International Association for Bridge and Structural Engineering (IABSE) [C]. Nagoya, 1978: 17-28.

Google Scholar

[3] Ohlsson S V. Springiness and human-induced floor vibration: A design guide [R]. Stockholm: Stockholm Council for Building Research, (1988).

Google Scholar

[4] Yohchia C．Finite element analysis for walking vibration problems for composite precast building floors using ADINA：modeling，simulation and comparison [J]．Computers and Structure，1999，72(1-3)：109-126.

DOI: 10.1016/s0045-7949(99)00004-8

Google Scholar

[5] Yuan Xubin. Research on pedestrian-induced vibration of footbridge [D]. Shanghai: Tongji University, 2006. (in Chinese).

Google Scholar

[6] Pavic A. and Reynolds P. Vibration serviceability of long-span concrete building floors. Part1: review of background information [J]. The Shock and Vibration Digest. 2002, 34(3): 191-211.

Google Scholar

[7] A.L. Smith, S.J. Hicks and P.J. Devine, Design of Floors for Vibration: A New Approach [M], The Steel Construction Institute, Ascot, Barkshire, UK, 2007. 14-19.

Google Scholar

[8] M. Setareh and M. Lovelace. Vibration analysis and design of a structure subjected to human walking excitations [J]. Shock and Vibration, 2010 , 17(4-5)：631-639.

DOI: 10.1155/2010/257173

Google Scholar

[9] Newmark, N. M., A Method of Computation for Structural Dynamics, ASCE Journal of the Engineering Mechanics Division, 1959, Vol. 85, No. EM3.

Google Scholar