A Study on Additional Dynamic Effects after Members' Failure: Mechanism and Design Applications

Yang Hang Shi; Qun Lou

doi:10.4028/www.scientific.net/AMR.446-449.293

Paper Titles

Construction Monitoring Techniques for JU-MA River NO.3 Bridge
p.274

Research on Mechanical Model and Fatigue Crack of Tubular Joint
p.278

Large Deflection Analysis of 3D Steel Frame Using Finite Particle Method
p.283

Influence of the Temperature on GZO Film Deposited by DC Magnetron Reactive Sputtering
p.288

A Study on Additional Dynamic Effects after Members' Failure: Mechanism and Design Applications
p.293

Experimental Study on Strength and AE Characteristics for PFRC with Different Fiber Content
p.297

Study on Energy Dissipation of Shenzhen Baoan International Airport T3 Terminal
p.303

Behavior of GFRP Strengthened Reinforced Concrete Columns under Large Eccentric Compression Load
p.311

Preliminary Research on Effective Length of Concrete Filled Steel Tubular Columns in Sway Frame
p.318

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449A Study on Additional Dynamic Effects after...

A Study on Additional Dynamic Effects after Members' Failure: Mechanism and Design Applications

Abstract:

Regular anti-collapse analyses with dynamic factors to adjust static results are often not accurate enough. To solve this problem, theory of additional dynamic effects after members' failure (known as F-ADE) is discussed in this presented work with a study of two important parameters to reveal its mechanism. Theory of F-ADE explains why and how the results of regular anti-collapse analyses go inaccurate. Several safety measures for structure design are proposed based on the mechanism of F-ADE. Further researches are expected.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

293-296

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.293

Citation:

Cite this paper

Online since:

January 2012

Authors:

Yang Hang Shi, Qun Lou

Keywords:

Additional Dynamic Effects, F-ADE, Progressive Collapse, Safety Measures

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] T C Wang, C Q Liu. Dynamic Response Analysis of a Frame Structure in Progressive Collapse Phenomena[J]. Journal of Vibration and Shock. 2010, 29(5): 69-73. (In Chinese)

Google Scholar

[2] R N Bian. The Impact Effect of Partial Fracture in Steel Frame Connections and the Dynamic Behavior of the Whole Structure after Fracture[D]. Tongji University, Shanghai, 2005. (In Chinese)

Google Scholar

[3] D G Lu, S S Cui, Y J Li, et al. Robustness Analysis for Progressive Collapse of Structures Using ALP-based Pushover Analysis Approach[J]. Journal of Building Structures. 2010(S2): 112-118. (In Chinese)

Google Scholar

[4] J R Qian, X B Hu. Dynamic Effect Analysis of Progressive Collapse of Multi-story Steel Frames[J]. Journal of Earthquake Engineering and Engineering Vibration. 2008, 28(2): 8-14. (In Chinese)

Google Scholar

[5] F Fan, D Z Wang, X D Zhi, et al. Performance for Kiewitt-8 Single-layer Reticulated Domes Subjected to Impact Load [J]. Engineering Mechanics. 2009(06): 75-81. (In Chinese)

Google Scholar

[6] G F Zhao. Advanced Reinforced Concrete Structures [M]. Beijing: China Machine Press. 2005. (In Chinese)

Google Scholar