ID |
Title of the paper |
Author(s) |
KN1 NMA | Long-span bridges: behavior under operational and extreme wind loads | Apaydin, N.M., Bas, S., Catbas, N. |
KN2 CC | Iron based shape memory alloys - a new material for prestressing of concrete structures | Czaderski, C., Weber, B., Shahverdi, M., Motavalli, M., Leinenbach, C., Lee, W., Brönnimann, R, Michels, J. |
KN3 MNF | Experience from the use of the European Standard EN1998-3 for seismic assessment and retrofitting of buildings - Prospects for the future | Fardis, M.N. |
KN4 DI | Point, quasi- and fully-distributed optical fiber sensing: what to use for SHM? | Inaudi, D. |
KN5 KK | Automatic Damage Classification with SHM - We must know the condition of structures right after an earthquake | Kusunoki, K., Teshigawara, M., Isoda, H., Araki, M. |
KN6 MSS | Smart materials for accelerated bridge construction in high seismic zones | Saiidi, S.M., Varela, S., Tazarv, M. |
10 | Crossing the motorway: air pressure waves due to lorries transit | Petrangeli, M., Viskovic, A. |
11 | Experimental dynamic assessment of a cable-stayed bridge | Nuti, E., Quaranta, G., Monti, G. |
12 | Improving Dynamic Feature Extraction with Frequency Domain Decomposition for Structural Health Modelling | Wu, Z.Y., Zhao, J., Li, J., Cashany, M., Zhang, J., Christenson, R., Jiang, S. |
15 | A Study on Intelligent Bridge with an Advanced Monitoring System & Smart Control Technique | Miyamoto, A., Motoshita, M. |
21 | Non-Probabilistic Artificial Neural Network to Consider Noisy Data in Vibration Based-Damage Detection | Fadhil, K.H., Bakhary, N. |
27 | Long term measurements of strains in concrete: durability and accuracy of embedded vibrating wire strain gauges | Simon, A., Courtois, A., Clauzon, A., Coustabeau, E., Vinit, S. |
30 | The use of the IRT to assess Steel and FRP hybrid elements | Petkune, N., Donchev, T., Wertheim. D., Hadavinia, H., Limbachiya, M. |
31 | The Use of Multichannel Random Decrement for Monitoring of Concrete Bridge Girders | Morsy, R., Marzouk, H., Gu, X. |
42 | Quasi-static and dynamic monitoring of SPM | Castelli, P., Rizzo, M., Spadaccini, O. |
56 | Monitoring capabilities of sensor integration concepts in a “seismic wallpaper” | Walendy, B., Stempniewski, L. |
66 | Importance of standardization to promote the use of SHM systems | Habel, W.R., Wenzel, H. |
74 | Monitoring the Structural Responses in Shake Table Tests Using Remote Sensing Approach | Aksel, M., Dindar, A.A., Önen, Y.H. |
80 | Modal Identification Results of RC Frames at Different Damage Levels | Özçelik, Ö., Amaddeo, C., Misir, I.S., Durmazgezer, E., Yücel, U. |
91 | Ferroscan and radar based detection and analysis technologies for non-destructive testing | Yücel, O. |
92 | A method to calibrate analytical models of multi-story buildings from earthquake records | Safak, E., Kocakaplan, S. |
94 | New load monitoring Method for pretensioned Structures | Prang, T. |
100 | Assessment of Defects in Cement Materials Using Ultrasonic Waves | Kırlangıç, A.S., Cascante, G., Polak, M.A. |
101 | A system for multi-axis substructure testing of civil structures under extreme dynamic loads | Hashemi, M.J., Al-Mahaidi, R., Kalfat, R., Burnett, G. |
104 | Statistical Analysis of Angular/Linear Directional Damages using Impedance based Structual Health Monitoring | Liu, J., Cai, K., Annamdas, V.G.M., Soh, C.K. |
105 | Earthquake Response Characteristics of a Seismically-Isolated Building with Irregularity | KUMAZAWA, F., TATSUMI, K., YAMASHITA, S. |
106 | Methodology of Instrumentation for Structural Health Monitoring of Buildings | Dinçer, S., Aydin, E., Gencer, H. |
107 | Sensitivity Analysis of Bonding and Bonding-free Impedance based Structural Health Monitoring | Cai, K., Liu, J., Annamdas, V.G.M., Soh, C.K. |
108 | Probability Distribution of Decay Rate: A Novel Damage Identification Method in Time Domain | Ay, A.M., Wang, Y., Khoo, S. |
110 | Novel Strain Gauge Sensor made by Embroidery Technology for Integration in Concrete | Heinrich, M., Eberle, F., Bauer, A., Leibelt, J., Röhrkohl, M., Petzoldt, C., Gelbricht, S., Kroll, L. |
114 | New design of rectangular partially concrete-filled filament-wound FRP tube beam | Abouzied, A., Masmoudi, R. |
141 | Wireless system with a RFID tag antenna for infrastructure health monitoring | Jayawardana, D., Kharkovsky, S., Liyanapathirana, R. |
142 | Self-Sensing Cementitious Composites for Smart Structures | Al-Dahawi, A.M., Öztürk, O., Emami, F., Şahmaran, M., Lachemi, M. |
148 | Structural Monitoring of an Innovative Construction using FBG-Strain Sensors | Harmanci, Y.E., Spiridonakos, M., Chatzi, E., Kübler, W. |
154 | Instrumentation and Finite Element Model Update of a Highway Bridge | Colak, H., Soyoz, S. |
167 | Evaluation of Soil Stiffness Using Acceleration Response Data of the Building with Direct Embedment Foundation | Nakamura, A., Li, L., Teshigawara, M. |
169 | Monitoring Stadiums Under Crowd Motion for Serviceability | Catbas, F.N., Celik, O. |
170 | Vision-Based for Bridge Structural Health Monitoring and Identification | Khuc, T., Catbas, F.N. |
173 | Numerical simulation of nonlinear ultrasonic guided waves for micro-cracking detection in pipelines | Liu, F., Lu, Y., Lin, F., Wang, Z., Li, F., Bai, Y. |
179 | Damage Detection under Varying Temperature Influence using Artificial Neural Networks and Time Series Analysis Methods | Kostic, B., Gül, M. |
186 | Carbon Fibre Sensor Networks as reinforcement for concrete and component monitoring | Quadflieg, T., Gries, T. |
203 | Wind turbine foundation deburial sensors based on induction-heated ceramic patches | Perry, M., Saafi, M., Fusiek, G., Niewczas, P. |
208 | A Study on the Detection of Bridge Slab Deterioration using a WirelessVibration Measurement System | Li, L., Ohkubo, T., Matsumoto, A. |
221 | Reaviling The Invisible: A New Approach for Industrial Safety and Remaining Life Assessment | Einav, I. |
222 | Online-detection of Slipping Soil Areas by Embedded Fibre-optic Sensing Rods | Habel, W.R., Hofmann, D., Basedau, F., Krebber, K., Jentsch, H., Senze, A. |
224 | Damage monitoring by using fiber Bragg grating sensors for adhesively bonded joints | Matsumoto, Y., Yoshiiwa, A., Matsumoto, T., Orikasa, C. |
268 | An alternative system for measuring displacements in bridges by using displacement transducers | Sena-Cruz, J., Roca, J.G., Escusa, G.G., Carvalho, J. |
285 | Effect of violent Vibrations of Cables on Dynamic Behaviour of Cable-stayed Bridges: Rehabilitation of Dubrovnik Bridge | Causevic, M., Bulic, M. |
296 | Remote sensing of Brasilia's tower using optical technology: an effective approach for the prognostics of structural behavior | Teixeira Ferreira, L.E. |
41 | Innovative Precast Hollow-Core FRP-Concrete-Steel Bridge Columns Subjected to Vehicle Collision | Abdelkarim, O.I., ElGawady, M.A. |
44 | Finite Element Modeling of Hollow-Core Steel-Concrete-Steel Columns Subjected to Pure Torsion | Anumolu, S., Abdelkarim, O.I., ElGawady, M.A. |
60 | Seismic Performance of Light-weight Concrete Beams from Existing Building | Araki, H. |
64 | Mechanical-based shear model for assessment of reinforced and/or prestressed concrete beams | Cladera, A., Mari, A., Ribas, C., Bairán, J. |
73 | Upgrade of seismic safety evaluation considering dispersion of R/C column’s shear strength | Kabayama, K., Baba, T., Kobayashi, A. |
81 | "Examining the Simplified Method for Considering the Infill Wall Effect in ""Urban Transformation Law""" | Aksoy, H.B., Avsar, Ö. |
86 | Study on judgment process on continuous use of disaster management buildings after earthquake | Kato, H., Tani, M., Kikitsu, H., Mukai, T. |
113 | Behavior of Cast-in C-Channels Anchorin Precast Concrete under Uniaxial Tension Load | Al-Osta, M.A., Sayed, I., Baluch, M., Ibrahim, A., Rahman, M.K. |
126 | Coming European Standard for R/C Design EC2 - Integration of FRP rebars | Weber, A. |
133 | Integrated approach for rapid sesimic assessment of the existing building stock | Apostolska, R., Necevska-Cvetanovska, G., Sendova, V., Bojadjieva, J. |
134 | Performance building evaluation based on inspection, testing and numerical analysis-case study | Necevska-Cvetanovska, G., Sendova, V., Apostolska, R. |
138 | Safety evaluation of an arch dam by calibrating numerical models and monitoring data | Mitovski, S., Petkovski, L., Kokalanov, G. |
143 | Advanced microwave sensors for the detection of gap in concrete-filled steel tubes | Islam, M.A., Kharkovsky, S. |
187 | Modeling of Coupled Nonlinear Shear and Flexural Responses in Medium-Rise RC Walls | Horoz, B., Güllü, M.F., Orakçal, K. |
209 | Monotonic and Cyclic Bond Behavior of Deformed CFRP Bars in High Strength Concrete | Akbas, T.T., Celik, O.C., Yalcin, C., Ilki, A. |
219 | Behavior of mullions formed in non-structural RC partition walls with openings | Hibino, Y., Zha, D., Takahashi, R. |
234 | Statistical evaluation of displacement demands of SDOF systems using code-compatible ground motion record sets | Kayhan, A.H., Demir, A. |
240 | Assessing and evaluation of the mechanical properties of reinforcement coupler systems in Turkey | Taskin, K., Peker, K. |
244 | Design assumptions and their impact in strengthening of RC frames with RC infills | Moretti, M.L. |
20 | Influence of temperature on the CFRP/epoxy/concrete bond | Gallego, J.M., Czaderski, C., Michels, J., Zile, E. |
32 | A New Strength Model for FRP Confined Circular Concrete Columns | Arabshahi, A., Moghaddam, N.G., Tavakkolizadeh, M. |
33 | Patching of pavement using MgO-based ceramic cement | Sim, J., Ann, K.Y. |
34 | Mechanical and hygric properties of natural hydraulic lime (NHL) mortars with additives | Aly, M., Pavia, S. |
39 | Quick Repair of Innovative Precast Hollow-Core FRP-Concrete-Steel Columns | Abdelkarim, O.I., Anumolu, S., Gheni, A., ElGawady, M.A. |
40 | Behavior of Concrete-Filled Fiber Tubes with Large Deformable FRP under Axial Compressive Loading | Abdelkarim, O.I., ElGawady, M.A. |
43 | Fatigue performance of RC beams strengthened in shear with externally bonded CFRP sheets: An experimental study on the effect of cyclic loading | El-Saikaly, G., Chaallal, O. |
46 | Proposed Slenderness Limit for FRP Circular Concrete Column | Arabshahi, A., Moghaddam, N.G., Tavakkolizadeh, M. |
48 | Mechanical Characterization of Polyurethane Elastomers: For Retrofitting Application against Blast Effects | Somarathna, H.M.C.C., Raman, S.N., Badri, K.H., Mutalib, A.A. |
51 | Design oriented Hoek-Brown strength criterion and strain models in FRP confined columns | Canan Girgin, Z., Girgin, K. |
55 | Rehabilitation of reinforced concrete gerber bridges | Kun, S., Vogt, R., Leuenberger, O. |
59 | Plastic hinge length and ultimate drift of FRP-confined circular colums under seismic loading | Youssf, O., ElGawady, M.A., Mills, J.E. |
61 | Non Destructive Repair of RC Structures Using FRP-Beams under Significant Torsion | Elmeligy,O., Deifalla, A. |
65 | CFRP STRENGTHENED SANDSTONE WALLS UNDER CYCLIC LOADS | Brahmin, A.A., Rahman, M.K., Al Gohi, B., Al-Gadhib, A.H., Baluch, M.H. |
68 | The Influence of FRP Spike and Patch Anchors on the Bond Performance of FRP-to-Concrete Joints | Kalfat, R., Al-Mahaidi, R. |
69 | Design criterion for fatigue strengthening of steel girders using bonded CFRP laminates | Ghafoori, E., Motavalli, M., Nussbaumer, A., Zhao, X-L., Fontana, M. |
71 | Modelling the cyclic response of FRP strips glued to a brittle substrate | Martinellli, E., Caggiano, A. |
83 | Behavior of Concrete-Filled Fiber Tubes with Large Deformable FRP under Axial Compressive Loading | Benedetti, A., Fernandes, P., Granja, J., Azenha, M., Sena-Cruz, J. |
85 | Study of High Strength Reinforced Concrete Exterior Beam-Column Joints Under Cyclic Loading | Alkhatib, A.M., Al-Osta, M..A., Baluch, M.H., Rahman, M.K. |
87 | Investigation of the Seismic Performance of Concrete Masonry Walls Plastered by Microsilica and Steel Fiber Admixed Mortar | Mazumder, A.F., Baluch, M.H., Rahman, M.K., Al-Osta, M.A. |
90 | Numerical Investigation on reinforced Concrete Columns with Opposin Spirals under Axial Compression Loads | Ibrahim, A., Al-Osta, M., Hindi, R. |
95 | A simplified approach to evaluate retrofit effects on curved masonry structures | Ramaglia, G., Lignola, G.P., Prota, A. |
98 | Numerical Analysis of Continuous Composite Steel Girders with Partial Composite Action Strengthened by CFRP | Darwish, A.M., Sharif, A.M. |
111 | Experimental research into dynamic characteristics of masonry segment barrel vaults | Witzany, J., Zigler, R., Čejka, T., Makovička, D., Urushadze, S., Pospíšil, S. |
112 | Strengthening of historic masonry columns and walls in non-linear elastic state using FRP | Witzany, J., Zigler, R. |
132 | Seismic retrofitting of 15th century mosques using CFRP composites | Shendova, V., Gavrilovic, P., Jekic, G. |
146 | Simulation of ability of CFRP to reinforce continuous composite girders using contact model | Samaaneh, M.A., Sharif, A.M. |
158 | Flexural Behavior of RC Beams Strengthened with CFRP Strips. | Ibrahim, W., Fttah, W.A., Kotb, A. |
160 | Advanced test method to study bond of NSM reinforcements | Szabó, Z.K., Sólyom, S., Balázs, G.L. |
188 | Local reinforcement of timber beams using D-shape CFRP strip | Burawska, I., Mohammadi, A.H., Widmann, R., Motavalli, M. |
204 | Numerical modeling of ferrocement-strengthened RC beams | Ebead, U. |
205 | FRP/stirrups interaction for mechanically fastened FRP strengthened beams in shear | Ebead, U. |
223 | The Polish experience in bridge strengthening with CFRP composites | Siwowski, T., Radomski, W. |
228 | Calculation of the compressive strength of concrete columns partially confined with CFRP | Moretti, M.L., Khan, AuR. |
243 | Failure evaluation of timber beams locally reinforced by CFRP strips using 3D digital image correlation system | Mohammadi, A.H., Sadeghi Marzaleh, A., Widman, R., Motavalli, M. |
247 | Pioneering strengthening of bridge girders with pretensioned CFRP laminates in Poland | Kotynia, R., Staskiewicz, M., Michels, J., Czaderski, C., Motavalli, M. |
256 | Numerical and analytical investigation on workings of mechanical anchorage of CFRP sheets | Bischof, P., Chatzi, E., Suter, R., Lestuzzi, P. |
257 | Near-surface mounted FRP reinforcement for structural strengthening | Parvin, A., Q. Syed Shah, T. |
258 | Retrofit of shear deficient reinforced concrete beam-column joints | Parvin, A., Altay, S., Yalcin, C., Kaya, O., Karpuz, E. |
271 | Shake Table Testing of a Damage-Resistant Segmental Double Skin Bridge Column with Self Centering Capability | Moustafa, A., ElGawady, M.A. |
274 | Evaluation of the contribution of flexural CFRP plates in shear strengthening RC beams | Saqan, E., Nawaz, W., Hawileh, R.A., Abdalla, J.A. |
294 | The influence of glass fibes on ultrasonic pulse velocity of self compacting fiber reinforced concrete | Salman, G.A.S. |
297 | The influence of mineral admixtures and polypropylene fibres on density and ultrasonic pulse velocity of self-compacting fiber-reinforced concrete | Salman, G.A.S. |
298 | Strength upgrading of existing steel storage rack beam-to-column connections | Kıymaz, G., Coşgun, C., Mangır, A., El Kadı, B., Çalık, E.E. |
58 | Towards a rational strategy for seismic retrofitting of RC framesby combining member- and structure-level techniques | Martinelli, E., Lima, C., Faella, C. |
93 | Properties of RC walls produced by infilling a frame with concrete for seismic rehabilitation | Biskinis, D., Psaros-Andriopoulos, A., Fardis, N.M. |
144 | Appropriate infill plate yielding distribution in Steel Plate Shear Walls (SPSWs) under seismic effects | Arici, I.G., Celik, O.C. |
193 | Shear Strength Models for Ferrocement Confined Shear Deficient Square RC Columns | Kaish, A.B.M.A., Jamil, M., Raman, S.M., Zain, M.F.M. |
284 | Retrofitting of Short-to-Medium-Span Bridges in Seismic Zones: Experiences & Recommendations | Causevic, M., Bulic, M. |
50 | The Effects of Environmental Exposure on Polyurethane-based GFRP Bridge Deck Panels | Tuwair, H., Volz, J., ElGawady, M., Chandrashekhara, K., Birman, V. |
75 | Reduction of fire spalling in high-performance concrete by means of superabsorbent polymers and polypropylene fibers | Terrasi, G.P., Lura, P. |
96 | Correlation between steel corrosion and concrete cover crack openings | Bossio, A., Monetta, T., Bellucci, F., Lignola, G.P., Prota, A. |
195 | Thermo-mechanical properties of commercially available epoxy resins for structural applications | Michels, J., Sena-Cruz, J., Czaderski, C., Motavalli, M. |
239 | Durability Characteristics of the Tech 21 Bridge | Zoghi, M., Foster, D. |
252 | PHYSICAL, MECHANICAL, AND DURABILITY CHARACTERIZATION OF BASALT FRP BARS FOR CONCRETE STRUCTURES | Hassan, M., Mohamed, H., ElSafty, A., Benmokrane, B. |
253 | PHYSICAL, MECHANICAL, AND DURABILITY CHARACTERIZATION OF CARBON FRP CABLE | Ali, A.H., Mohamed, H.M., Cousin, P., ElSafty, A., Benmokrane, B. |
266 | Experimental investigation on creep behaviour of an epoxy adhesive | Silva, P., Sena-Cruz, J., Azenha, M., Escusa, G. |
267 | Durability of an epoxy adhesive and a CFRP laminate system under different exposure conditions | Fernandes, P., Silva, P., Correia, L., Sena-Cruz, J. |
29 | Application of the Advanced FRP Composites to Restore and Improve Urban Infratsructure | Zoghi, M., Foster, D. |
57 | Warren Hall Seismic Retrofit vs. Demolition –A Feasibility Analysis - Case Study | Pandey, A.R., Shahbodaghlou, F., Motavalli, S. |
118 | Structural monitoring of concrete segmental lining tunnels during construction with conventional and fibre optic instrumentation | Lorenzo, S.G., Elshafie, M., Soga, K., Mair, R.J., Wright, P., Clegg, M. |
125 | Thermal break elements with applications in seismic zones | Diler, S., Weber, A., Bocciarelli, M., Poggi, C., Bernabé, P. |
198 | Monitoring Network and Data Evaluation for Vulnerability Assessment of Transboundary Lake Prespa | Popovska, C. |
217 | Istanbul Seismic Risk Mitigation and Emergency Preparedness Project (ISMEP) | Elgin, K.G. |
45 | Robotic System with Intelligent Vision for Tunnel Structural Assessment - System Architecture - the ROBO-SPECT-EC project | Loupos, K., Amditis, A., Stentoumis, C., Chrobocinski, P., Victores, J., Roncaglia, A., Camarinopoulos, S., Komodakis, N., Lopez, R. |
165 | Towards a SMART Bridge: A Bridge with Self –Monitoring –Analysing, and –Reporting Technologies | Reitsema, A.D., Hordijk, D.A. |
36 | Performance of Superelastic Shape Memory Alloy Reinforced Concrete Members | Palermo, D., Abdulridha, A., Cortes Puentes, W.L. |
62 | Shape memory alloys for seismic retrofitting of social housing in an integrate perspective | Scuderi, G., Teuffel, P. |
63 | Ductile shear failure in RC beams reinforced with pseudoelastic Ni-Ti spirals | Mas, B., Cladera, A., Ribas, C., Oller, E. |
84 | Experimental testing and constitutive modeling of shape memory alloy confined concrete | Chen, Q., Andrawes, B. |
117 | Thermal behavior of SMA/FGM actuators with temperature dependent properties | Talezadeh Lari, A., Nikbakht, A., Sadighi, M. |
140 | Repairing cracks in concrete beams using cold-drawn SMA short fibers | Choi, E., Kim, DJ., Chung, Y.S., Kim, J., Jeon, C., Yang, K.T. |
161 | Seismic behavior of reinforced concrete bridge columns with copper-based SMA and ECC | Varela, S., Saiidi, M.S. |
172 | Confining RC columns subjected to concentric axial loading using Shape Memory Alloy wires | El-Hacha, R., Abdelrahman, K. |
174 | Fatigue performance of RC beams strengthened in flexure using NSM Iron-based Shape Memory Alloy bars | El-Hacha, R., Rojob, H. |
175 | Innovative self-centering concrete beam-column connections using Shape Memory Alloy | El-Hacha, R., Oudah, F. |
191 | Experimental Characterization of Shape Memory Alloy Cables for Applications in Civil Structures | Daghash, S., Sherif, M.M., Ozbulut, O.E. |
200 | Strengthening of RC beams with iron-based shape memory alloy strips | Shahverdi, M., Czaderski, C., Motavalli, M. |
273 | Limitation of force variations in steel tie-rods due to air temperature | Cardone, D., Gesualdi, G. |
295 | Ductility behavior of RC beams strengthened in flexure using NSM Iron-based Shape Memory Alloy bars | Rojob, H., El-Hacha, R. |
299 | Structural Performance of Superelastic SMA Reinforced Beams Subjected to Cyclic Loading | Ajmal, M., Rahman, M.K., Baluch, M.H. |
183 | Behaviour of Deep Embedded FRP/Steel bars | Raicic, V., Ibell, T., Darby, A., Evernden, M., Orr, J. |
190 | Temperature effects on GFRP reinforced thin concrete panels | Schmitt, A., Carvelli, V., Pahn, M. |
214 | Influence of bond stress-slip relationship on bond strength prediction | Proia, A., Matthys, S., Palmieri, A. |
287 | Experimental investigation of the static bond of GFRP rebar and concrete | Haffke, M.M., Veljkovic, A., Carvelli, V., Pahn, M. |
288 | Bond Behavior of Basalt FRCM Composites Applied on RC Elements | Gonzalez, J., D’Antino, T., Pellegrino, C. |
289 | 3D-DIC for strain measurement in small scale GFRP RC specimens | Di Benedetti, M., Cholostiakow, S., Fergani, H., Zappa, E., Cigada, A., Guadagnini, M. |
290 | Bond behaviour of FRP bars - parameter study | Sólyom, S., Balázs, G.L., Borosnyói, A. |
293 | Towards modelling the long-term behavior of prestressed CFRP strips subjected to elevated temperatures | Gallego, J.M., Czaderski, C., Michels, J. |
82 | Proposal of Base Isolation for the Earthquake Safety of an Historical Palace in Istanbul | Aras, F., Altay, G. |
282 | On scaling of ground motions used in dynamic analyses of structures with lead rubber bearings | Özdemir, G., Gülkan, H.P. |
283 | Italian experience in seismic retrofit of buildings through seismic isolation or energy dissipation | Castellano, M.G. |
300 | Dynamic rehabilitation of mosque minarets by using a tuned mass damper (TMD) | Aydin, E., Öztürk, B., Çetin, H., Tarim, F. |
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