Structural Identification and Damage Characterization of a Masonry Infill Wall in a Full-Scale Building Subjected to Internal Blast Load
暂无分享,去创建一个
David C. Weggel | Matthew J. Whelan | Timothy P. Kernicky | Corey D. Rice | M. Whelan | D. Weggel | C. Rice
[1] John E. Mottershead,et al. The sensitivity method in finite element model updating: A tutorial (vol 25, pg 2275, 2010) , 2011 .
[2] Andrew D. Sorensen,et al. Toward Guidance for Identifying and Measuring Structural Damage Following a Blast Event , 2011 .
[3] Antonino Morassi,et al. Dynamic Testing for Structural Identification of a Bridge , 2008 .
[4] Joel P. Conte,et al. Finite-Element Model Updating for Assessment of Progressive Damage in a 3-Story Infilled RC Frame , 2013 .
[5] Guido De Roeck,et al. Damage identification of a reinforced concrete frame by finite element model updating using damage parameterization , 2008 .
[6] Ahmet E. Aktan,et al. Structural Identification: Opportunities and Challenges , 2013 .
[7] M. Bampton,et al. Coupling of substructures for dynamic analyses. , 1968 .
[8] John M. Hoemann,et al. Boundary Connection Behavior and Connection Design for Retrofitted Unreinforced Masonry Walls Subjected to Blast Loads (Preprint) , 2010 .
[9] Seamus D. Garvey,et al. A COMBINED GENETIC AND EIGENSENSITIVITY ALGORITHM FOR THE LOCATION OF DAMAGE IN STRUCTURES , 1998 .
[10] François M. Hemez,et al. Uncertainty quantification in model verification and validation as applied to large scale historic masonry monuments , 2012 .
[11] Ricardo Perera,et al. Structural Damage Detection via Modal Data with Genetic Algorithms , 2006 .
[12] Mark G. Stewart,et al. Model validation and parametric study on the blast response of unreinforced brick masonry walls , 2010 .
[13] Wei-Xin Ren,et al. Structural Finite Element Model Updating Using Ambient Vibration Test Results , 2005 .
[14] Hamed Salem,et al. Toward an economic design of reinforced concrete structures against progressive collapse , 2011 .
[15] Alireza Ture Savadkoohi,et al. Finite element model updating of a semi‐rigid moment resisting structure , 2011 .
[16] Yahia M. Tokal-Ahmed. Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges , 2009 .
[17] Filippo Ubertini,et al. Wind Analysis of a Suspension Bridge: Identification and Finite-Element Model Simulation , 2011 .
[18] Alessandro De Stefano,et al. Vibration-based monitoring of civil infrastructure: challenges and successes , 2011 .
[19] Hong Hao,et al. Vibration-based Damage Detection of Structures by Genetic Algorithm , 2002 .
[20] N. Niedbal. ANALYTICAL DETERMINATION OF REAL NORMAL MODES FROM MEASURED COMPLEX RESPONSES , 1984 .
[21] Norman J. Glover. The Oklahoma City Bombing: Improving Building Performance through Multi-Hazard Mitigation (FEMA 277) by Building Performance Analysis Team , 1997 .
[22] Juan M Caicedo,et al. A novel evolutionary algorithm for identifying multiple alternative solutions in model updating , 2011 .
[23] David A. Nix,et al. Vibration–based structural damage identification , 2001, Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[24] Jonathan R. Porter,et al. Explosive Testing of Polymer Retrofit Masonry Walls , 2004 .
[25] Nicola Ivan Giannoccaro,et al. Ambient vibration testing, dynamic identification and model updating of a historic tower , 2012 .
[26] A. Emin Aktan,et al. Structural identification of constructed systems : approaches, methods, and technologies for effective practice of St-Id , 2013 .
[27] Michele Dilena,et al. Dynamic identification of a reinforced concrete damaged bridge , 2011 .
[28] Costas Papadimitriou,et al. Component mode synthesis techniques for finite element model updating , 2013 .