An engineering identification method for curvilinear hysteretic systems excited by varying amplitude dynamic loading-Reference-Cited by-同舟云学术

An engineering identification method for curvilinear hysteretic systems excited by varying amplitude dynamic loading

Published:1997-02 Issue:3 Volume:4 Page:177-208
ISSN:1068-2767
Container-title:Inverse Problems in Engineering
language:en
Short-container-title:Inverse Problems in Engineering

Author:

Elshazly Hesham A.,Hasegawa T.,Murakami A.

Publisher

Informa UK Limited

Subject

Applied Mathematics,Engineering (miscellaneous)

Link

http://www.tandfonline.com/doi/pdf/10.1080/174159797088027640

Reference16 articles.

1. A new complex inverse eigensensitivity method for structural damping model identification

2. Elshazly, H. A., Hasegawa, T. and Murakami, A. On the Performance of the Kalman Filter and Extended Kalman Filter in Structure Dynamic Problems. 51st Kyoto Regional Conference of JSIDRE. Kyoto.

3. Structural Identification by Extended Kalman Filter

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental identification of dynamic parameters for steel beams by inverse analysis;Inverse Problems in Science and Engineering;2008-11-27

2. Reliability of Conventional Settlement Evaluation for Circular Foundations on Stone Columns;Geotechnical and Geological Engineering;2008-01-26

3. Effect of Inter-Column Spacing on Soil Stresses due to Vibro-Installed Stone Columns: Interesting Findings;Geotechnical and Geological Engineering;2007-12-20

4. Settlement of circular foundations on stone-column-reinforced grounds;Proceedings of the Institution of Civil Engineers - Ground Improvement;2007-07

5. Back-calculating vibro-installation stresses in stone-column-reinforced soils;Proceedings of the Institution of Civil Engineers - Ground Improvement;2006-04