Model updating and variability analysis of modal parameters for super high‐rise structure
暂无分享,去创建一个
[1] Yi-Qing Ni,et al. SHM benchmark for high-rise structures: a reduced-order finite element model and field measurement data , 2012 .
[2] Guido De Roeck,et al. One-year monitoring of the Z24-Bridge : environmental effects versus damage events , 2001 .
[3] A. Joel. The past 100 years in telecommunications switching , 1984, IEEE Communications Magazine.
[4] Ian F. C. Smith,et al. Temperature Variations as Loads Cases for Structural Identification , 2013 .
[5] Mahendra P. Singh,et al. Effects of thermal environment on structural frequencies: Part II – A system identification model , 2014 .
[6] Lin-Hai Han,et al. Effects of Core Concrete Initial Imperfection on Performance of Eccentrically Loaded CFST Columns , 2016 .
[7] John H G Macdonald,et al. Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling , 2005 .
[8] Yi-Qing Ni,et al. Modeling of Temperature–Frequency Correlation Using Combined Principal Component Analysis and Support Vector Regression Technique , 2007 .
[9] Hui Li,et al. Modal identification of bridges under varying environmental conditions: Temperature and wind effects , 2009 .
[10] H. Hao,et al. Long term vibration monitoring of an RC slab: Temperature and humidity effect , 2006 .
[11] Mahendra P. Singh,et al. Effects of thermal environment on structural frequencies: Part I – A simulation study , 2014 .
[12] S. R. Ibrahim. Efficient random decrement computation for identification of ambient responses , 2001 .
[13] P. Guillaume,et al. Operational modal analysis for estimating the dynamic properties of a stadium structure during a football game , 2007 .
[14] Guido De Roeck,et al. EFFECT OF TEMPERATURE ON DYNAMIC SYSTEM PARAMETERS OF A HIGHWAY BRIDGE , 1997 .
[15] B. Peeters,et al. Stochastic System Identification for Operational Modal Analysis: A Review , 2001 .
[16] Hoon Sohn,et al. Environmental variability of modal properties , 1999 .
[17] Charles R. Farrar,et al. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .
[18] Zhuo Chen,et al. Automated eigensystem realisation algorithm for operational modal analysis , 2014 .
[19] Palle Andersen,et al. Modal Identification from Ambient Responses using Frequency Domain Decomposition , 2000 .
[20] Gaëtan Kerschen,et al. Structural damage diagnosis under varying environmental conditions—Part I: A linear analysis , 2005 .
[21] Guido De Roeck,et al. REFERENCE-BASED STOCHASTIC SUBSPACE IDENTIFICATION FOR OUTPUT-ONLY MODAL ANALYSIS , 1999 .
[22] Ahmet E. Aktan,et al. Evaluation of a long-span steel tied arch bridge using temperature-based structural identification , 2012 .
[23] Jer-Nan Juang,et al. An eigensystem realization algorithm for modal parameter identification and model reduction. [control systems design for large space structures] , 1985 .
[24] Darryll J. Pines,et al. Status of structural health monitoring of long-span bridges in the United States , 2002 .
[25] Lingmi Zhang,et al. Matrix transformation method for updating dynamic model , 1992 .
[26] Paul Sas,et al. Modal Analysis Theory and Testing , 2005 .
[27] Zhongdong Duan,et al. Application of genetic algorithm on structural finite element model updating , 2007 .
[28] Charles R. Farrar,et al. Variability of modal parameters measured on the alamosa canyon bridge , 1996 .
[29] Yi-Qing Ni,et al. Generalization Capability of Neural Network Models for Temperature-Frequency Correlation Using Monitoring Data , 2009 .
[30] Xijun Ye,et al. Modal identification of Canton Tower under uncertain environmental conditions , 2012 .
[31] Yi-Qing Ni,et al. Technology developments in structural health monitoring of large-scale bridges , 2005 .