Preface Acknowledgements Symposium organization FAZLUR R. KHAN LECTURE Fazlur Khan’s legacy: Towers of the futureM. Sarkisian KEYNOTE LECTURES Lessons from the 2011 Great East Japan Earthquake: Emphasis on life-cycle structural performance M. Akiyama & D.M. Frangopol Minimizing the effects of uncertainty in life-cycle engineering A.H.-S. Ang Pervasive lifetime inadequacy of long-span box girder bridges and lessons for multi-decade creep prediction Z.P. Bažant, R.Wendner, M.H. Hubler & Q. Yu Life-cycle design for the world’s longest tunnel project K. Bergmeister Computational methods for time-variant structural reliability analysisC. Bucher Durability related life-cycle assessment of concrete structures: Mechanisms, models, implementation H. Budelmann, A. Holst & A.Wachsmann Life-cycle performance goals for civil infrastructure intergenerational risk-informed decisionsB.R. Ellingwood Structural damage accumulation and control for life-cycle optimum seismic performance of buildingsL. Esteva, O.J. Díaz-López, A. Vásquez & J.A. León Sustainable design of structures: The outcomes of the COST Action C25-WG3 R. Landolfo Sustainable asset preservation at the Austrian Federal Railways A. Matthä MINI-SYMPOSIA Vibration-based health monitoring, damage identification, and parameter estimation for civil engineering structuresOrganizers: C. Papadimitriou, G. Lombaert, G. De Roeck & E. Reynders Dynamic methods for health monitoring and structural identification of bridges F. Benedettini, A. Morassi & F. Vestroni Structural health monitoring of a centenary iron arch bridge F. Busatta, C. Gentile & A. Saisi Structural identification of a super-tall tower by GPS and accelerometer data fusion using a multi-rate Kalman filter E.N. Chatzi & C. Fuggini Maintenance and rehabilitation of 19th century masonry buildings – life-cycle aspects A. Kolbitsch Dynamic damage identification using linear and nonlinear testing methods on a two-span prestressed concrete bridge J. Mahowald, S. Maas, F. Scherbaum, D.Waldmann & A. Zuerbes Structural health monitoring from on-line monitored vibration measurements T.S. Maung, H.-P. Chen & A. Alani Damage detection on the Champangshiehl bridge using blind source separationV.H. Nguyen, C. Rutten, J.-C. Golinval, J. Mahowald, S. Maas & D.Waldmann Fast Bayesian structural damage localization and quantification using high fidelity FE models and CMS techniques D.-C. Papadioti & C. Papadimitriou Output-only structural health monitoring by vibration measurements under changing weather conditions E. Reynders, G.Wursten & G. De Roeck Influence of the prediction error correlation model on Bayesian FE model updating results 86E. Simoen, C. Papadimitriou, G. De Roeck & G. Lombaert Hybrid genetic algorithm to system identification and damage assessment of ahigh-rise building 87G.S.Wang & F.K. Huang Non-stationary random vibration for a high-pier bridge under vehicular loads 88X.F. Yin, Y. Liu, J.R. Zhang & C.S. Cai Monitoring of a riveted steel railway bridge 89V. Zabel, A. Schmidt, I. Reichert & S. Höll Fast Bayesian ambient modal identification with separated modes incorporatingmultiple setups 90F.L. Zhang & S.K. Au Monitoring and assessment of bridges using novel techniquesOrganizers: A. Strauss & D.M. Frangopol Structural health monitoring system using recurrence quantification analysis of ambient vibration H. Furuta, Y. Nomura, K. Nakatsu & K. Yoshida Some difficult monitoring problems and some interesting outcomes B. Harvey & H. Harvey Dynamic testing and structural identification of “New People’s Bridge” in Verona K. Islami, A. Bisson, F. Casarin & C. Modena A year-long monitoring using in-service vibration data from a multi-span plate-Gerber bridge C.W. Kim, S. Kitauchi, K. Sugiura & M. Kawatani Optimised monitoring concepts for historical masonry arch bridges A. Krawtschuk, O. Zeman, A. Strauss, C. Scheidl, M. Chiari & D. Proske Bayesian forecasting of structural bending capacity of aging bridges based on dynamic linear model D.G. Lu & X.P. Fan Service life management of infrastructure systems – application of corrosion and moisture monitoringT.F. Mayer & Ch. Sodeikat Structural monitoring of a steel bridge with the longest arch span in Poland – selected issues H. Onysyk New approaches in evaluating vibration and physical monitoring techniques M. Österreicher, A. Strauss, K. Bergmeister & L. Ibáñez Maintenance life-cycle costs for bridges of Egnatia Motorway, Northern Greece, considering their seismic risk assessment P. Panetsos, A. Liolios, K. Liolios, N. Theodoulidis & P. Spyridis Prediction of fatigue damage accumulation in metallic structures by the estimation of strains from operational vibrations C. Papadimitriou, E.-M. Lourens, G. Lombaert, G. De Roeck & K. Liu Reliability-based inspection planning with application to orthotropic bridge deck structures subjected to fatigue R. Schneider, S. Thöns & D. Straub Probabilistic fatigue crack growth modeling for reliability-based inspection planning R. Schneider, S. Thöns & D. Straub Detection of traffic loads by structural and geodetic measurements C. von der Haar, S. Marx, M. Hansen & H. Neuner Maintenance and rehabilitation of aged bridgesOrganizers: M.A. Ahrens & P. Mark Precision-assessment of lifetime prognoses based on SN-approaches of RC-structures exposed to fatigue loads M.A. Ahrens Structural flexibility in relation to integrated service life design of buildings R. Blok & E. Koopman Modern bridge stock management in a regional metropolis – structural assessment, data management and cost control A. Blome, H. Neuß, P. Mark & U. Lambertz Strengthening of existing bridge decks by additional concrete layers – new research results and design rules J. Feix &A. Andreatta Inspection and maintenance of the orthotropic deck of Avonmouth Bridge B.I. Frey Asset management and life-cycle cost optimization for bridges on network, asset and element level M. Hoffmann &A. Kammersberger Analysis of influential factors and association rules for bridge deterioration using national bridge inventory data R.-Y. Huang & P.-F. Chen Examples of different strategies of bridge preservation: Part 1 T. Klöker & D. Lehnen Examples of different strategies of bridge preservation: Part 2 D. Lehnen &T. Klöker Research on computational method on the flexural bearing capacity of a box girder strengthened with carbon fiber sheets X. Liu,W.Wang, Y. Chen & Y.Wei Technical cycle of modern bridge maintenance – an overview P. Mark, M.A. Ahrens & Ch. Fust The application of sacrificial cathodic protection as a corrosion control measure for the protection of reinforced concrete bridges M. Moore, F. Jesmin, S. Tao &A. Beedles Nondestructive evaluation of stress state of steel bars reinforcing concrete structures E. Schneider, S.-K. Balijepalli, Ch. Boller, P. Bindseil & W. Kurz Bridge management and effective tools to ensure sustainable construction schedules T. Tzaveas Prediction models for ageing/deteriorationOrganizer: M. Petschacher Selective maintenance planning based on a Markovian approach N. Basso, E. Garavaglia & L. Sgambi Analytical prediction model for concrete cover cracking due to reinforcement corrosion E. Bohner & H.S. Müller Numerical analysis of degradation processes in reinforced concrete during life-cycle F. Cramer, U. Kowalsky & D. Dinkler Optimal next inspection time for bridges based on corrosion deterioration D. De León, C. González-Pérez, V. Bisadi, P. Gardoni, M. Head & S. Hurlebaus Modelling of the saturation behaviour of hardened cement paste during freezing and thawing action Z. Djuric, M. Haist, H.S. Müller & E.H. Hardy Seismic intensity parameters as damage potential descriptors for life-cycle analysis of buildings A. Elenas, Ast. Liolios, L. Vasiliadis, M. Favvata & Ang. Liolios Bridge maintenance educat