Monitoring und Strukturidentifikation von Betonbrücken

[1]  Piergiorgio Alotto,et al.  A "design of experiment" and statistical approach to enhance the "generalised response surface" method in the optimisation of multiminima problems , 1997 .

[2]  Helmut Wenzel,et al.  Ambient Vibration Monitoring: Wenzel/Ambient Vibration Monitoring , 2005 .

[3]  Alfred Strauss,et al.  AIFIT – Anwenderorientierte Identifikation für Ingenieurtragwerke , 2009 .

[4]  C. D. Gelatt,et al.  Optimization by Simulated Annealing , 1983, Science.

[5]  Dan M. Frangopol,et al.  Maintenance and management of civil infrastructure based on condition, safety, optimization, and life-cycle cost* , 2007 .

[6]  Thomas F. Coleman,et al.  An Interior Trust Region Approach for Nonlinear Minimization Subject to Bounds , 1993, SIAM J. Optim..

[7]  F. Necati Catbas,et al.  Integrative Information System Design for Florida Department of Transportation: A Framework for Structural Health Monitoring of Movable Bridges , 2007 .

[8]  Dan M. Frangopol,et al.  Condition, safety and cost profiles for deteriorating structures with emphasis on bridges , 2005, Reliab. Eng. Syst. Saf..

[9]  Alfred Strauss,et al.  AIFIT ‚Äì user orientated identification for infrastructure, theory , 2008 .

[10]  F. Mohr,et al.  Heterodyn-Interferometer zur Vibrationsanalyse / Heterodyne interferometers for vibration analysis , 1990 .

[11]  Masayasu Ohtsu,et al.  Determination of crack location, type and orientation ina concrete structures by acoustic emission , 1991 .

[12]  Hoon Sohn,et al.  A review of structural health monitoring literature 1996-2001 , 2002 .

[13]  Y. Deger,et al.  Modal Analysis of a Highway Bridge: Experiment, Finite Element Analysis and Link , 1995 .

[14]  Cecilia Surace,et al.  DAMAGE ASSESSMENT OF MULTIPLE CRACKED BEAMS: NUMERICAL RESULTS AND EXPERIMENTAL VALIDATION , 1997 .

[15]  Simon Hoffmann Dr. Dipl.-Ing.,et al.  AIFIT – Anwenderorientierte Identifikation für Ingenieurtragwerke , 2009 .

[16]  Thomas F. Coleman,et al.  A Preconditioned Conjugate Gradient Approach to Linear Equality Constrained Minimization , 2001, Comput. Optim. Appl..

[17]  Konrad Bergmeister Betonbau hat Zukunft – Visionen werden Realität , 2009 .

[18]  Hoon Sohn,et al.  Integrated structural health monitoring , 2001, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[19]  Dan M. Frangopol,et al.  Statistical, Probabilistic and Decision Analysis Aspects Related to the Efficient Use of Structural Monitoring Systems , 2008 .

[20]  G. König,et al.  Versuche zum Einfluß einer Rißbildung auf den statisch unbestimmten Momentenanteil aus Vorspannung. , 1993 .

[21]  Hans-Jörg Vockrodt,et al.  HANDBUCH INSTANDSETZUNG VON MASSIVBRüCKEN , 2003 .

[22]  Jan Peter Liebig,et al.  Monitoring von Spannbetonbrücken – Auswirkung zunehmenden Schwerverkehrs , 2009 .

[23]  P Haardt Algorithmen zur Zustandsbewertung von Ingenieurbauwerken , 1999 .

[24]  Alfred Strauss,et al.  Advanced Life-Cycle Analysis of Existing Concrete Bridges , 2008 .

[25]  Radomir Pukl,et al.  ATENA — A tool for engineering analysis of fracture in concrete , 2002 .

[26]  K. Gehrlicher,et al.  Die Entwicklung der Erhaltungsausgaben für die Brücken der Bundesfernstraßen , 2000 .

[27]  Andreas Wieser,et al.  Analysis of Bridge Deformations using Continuous GPS Measurements , 2002 .

[28]  Konrad Zilch,et al.  Monitoring im Betonbau , 2009 .

[29]  Konrad Bergmeister Risse im Konstruktionsbeton , 1999 .

[30]  Johan A. K. Suykens,et al.  Intelligence and Cooperative Search by Coupled Local Minimizers , 2002, Int. J. Bifurc. Chaos.

[31]  Dan M. Frangopol,et al.  Bridge Reliability Assessment Based on Monitoring , 2008 .

[32]  T. Dahm,et al.  Relative moment tensor inversion based on ray theory: theory and synthetic tests , 1996 .

[33]  Terry J Wipf,et al.  HEALTH MONITORING OF BRIDGE STRUCTURES AND COMPONENTS USING SMART-STRUCTURE TECHNOLOGY. VOLUME II , 2005 .