ID |
Title of the paper |
Author(s) |
27 | Web based Monitoring and Assessment of Bridges and Structures | Furtner, P., Berger, R. |
28 | Approach for the life-cycle management of structures including durability analysis, shm and maintenance planning | Furnter, P., Veit-Egerer, R. |
32 | Features of Nonlinear Vibration Based Structural Health Monitoring | Eid, M.M.S., Khalil, A.H.H. |
52 | Sensor Placement in Airport Traffic Control Towers for Seismic Health Monitoring | Vafaei, M., Adnan, A.B. |
55 | A New Type of Intelligent Wireless Sensing Network for Health Monitoring of Long Span Bridges | Lei, Y., Lai, Z.L., Liu, L.J., Tang, Y.L., Wang J.X. |
167 | First Applications on the Detection of Fatigue Breaks in Bridges with the Magnetic Flux Leakage Method | Wolf, T., Fehlmann, P., Vogel, T. |
179 | Reliability/risk assessment of concrete structures: Methodology, software and case study | Novak, D., Pukl, R., Strauss, A. |
188 | Estimating earthquake performances of existing reinforced concrete building using ANN | Arslan, M.H., Ceylan, M., Koyuncu, T. |
190 | Condition monitoring of concrete bridge decks through periodical NDE using multiple technologies | Gucunski, N., Ghasemi, H., Maher, A. |
198 | Hi-resolution 3D condition survey of a masonry arch bridge using Ground Penetrating Radar | Kalogeropoulos, A., Brühwiler, E. |
205 | Performance assessment of deteriorated RC pier in marine environment | Lignola, G.P., Manfredi, G., Zinno, A. Prota, A. |
217 | A strategy for integration of NDT/SHM into bridge asset management - a New Zealand perspective | Omenzetter, P., Bush, S., Henning, T., McCarten, P. |
221 | Damage identification based on strain and translational measurements with substructure approach | Wang, X.J., Koh, C.G., Zhang, Z. |
35 | Recent Developments in FRP Strengthening of Metallic Structures | Zhao, X.L. |
97 | Evaluating the bond stress relationship of externally bonded CFRP-strips at the intermediate crack element | Finckh, W., Ellinger, M., Zilch, K. |
99 | New German guideline for strengthening concrete structures with adhesive bonded reinforcement | Zilch, K., Niedermeier, R., Finckh, W. |
131 | Assessing the effectiveness of a NSM-CFRP flexural strengthening technique for continuous RC slaps by experimental research | Dalfré, G., Barros, J. |
148 | Behaviour of RC beams strengthened with mechanically fastened FRP systems | Ebead, U.A., Saeed, H. |
160 | Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric | Witzany, J., Cejka, T., Zigler, R. |
178 | Application of Prestressed Near Surface Mounted Carbon Fibre Reinforced Polymer (PNSM) | Vorwagner, A., Burtscher, S.L., Grass, G., Freund, C. |
181 | Experimental investigation on the behavior of composite laminates bonded on masonry | Camorani, G., Faella, C., Martinelli, E., Perri, F. |
321 | Surface Applied Corrosion Inhibitor for Rehabilitation of RC Structures | Abdelrazig, B. |
347 | In-situ Assessment and Structural Health Monitoring of Reinforced Concrete Structures: Case Studies and Recent Developments | Agneloni, E., Brancaccio, A., Serafini, R. |
207 | The Quantitative Evaluation of CB-S9222 Power Transmission Substations during Earthquake | Zahedi, M.R., Neamatollahi, H.R., Tajmirriahi, A. |
208 | Seismic Monitoring of Nuclear Power Plants (NPPs) | Aram, M.R. |
80 | Investigation of different reinforcement corrosion causes in sewage environment - A case study | Moradian, M., Shekarchi, M., Dousti, A., Chari, M.N., Hallaji, M. |
350 | Seismic strengthening of an existing building with innovative materials and devices | Di Sarno, L, Manfredi, G. |
343 | Seismic response of the Fossanova gothic church: numerical analysis and experimental validation | De Matteis, G., Campitiello, F., Mazzolani, F.M. |
352 | Diagnosis, assessment and structural restoration of the Royal Palace of Naples | Mazzolani, F., Faggiano, B., Marzo, A., Grippa, M.R. |
195 | Some technical challenges in the design of rotating towers | Faravelli, L., Casciati, F., Fisher, D. |
196 | Sensitivity of Mechanical Behaviors in Damaged Bridges and Its Application to SHM | Isoda, S., Miyamoto, A. |
197 | Assessment of the bond behaviour of NSM FRP materials by pullout tests | Costa, I., Barros, J. |
203 | The use of SHM in the evaluation of a railway bridge | Bakht, B., Sheikh, S., Mufti, A., Tadros, G. |
212 | Monitoring of a piling wall by means of FBG | Rinaldos, D., Clemente, P., Caponero, M., Rossi, G. |
228 | Integrated Evolutionary Optimization Framework for Finite Element Model Identification | Wu, Z.Y., Xu, G. |
273 | Experimental and numerical Modal identification of L'Aquila Margherita palace | Cimellaro, G.P., Pianta S., De Stefano, A. |
318 | Embedded Early-Age Ultrasonic Testing in Fibre- Reinforced Shotcrete | Gibson, A., Ciancio D. |
329 | Maintenance Strategies Based on the Assessment of Chloride Induced Deterioration | Strauss, A., Wendner, R., Guggenberger, T., Teply, B., Novak, D., Santa, U. Costa, C., Bergmeister, K. |
341 | Nondestructive Evaluation of Infrastructure Systems | Nagi, M., Lim, E., Saqan, E. |
168 | Shear Behavior of Concrete-Filled FRP Tubes | Fathy, M., Khalil E., Hassan, T.K., Abdelrahman, A.A. |
171 | Experimental analysis and seismic rehabilitation of an earthquake damaged building | Buffarini, G., Clemente, P., Mancinelli, G. |
173 | Slenderness ratio effect on the behavior of steel and carbon-FRP reinforced concrete-filled FRP tubes | Mohamed, H.M., Masmoudi, R., Shao, Y. |
186 | Bonded characteristics between FRP and concrete substrates | Toutanji, H., Han, M. |
191 | Effect of partly cured adhesives on bond-slip relationship of FRP-concrete interface | Czaderski, C., Martinelli, E., Michels, J., Motavalli, M. |
70 | Concrete produced with calcium sulfoaluminate cement – a potential system for energy and heat storage | Winnefeld, F., Kaufmann, J.P. |
164 | The Study of Relationships between Aggregates Properties and Concrete Strength | Sharifi, J., Nikudel, M.R. |
206 | Blending of cements - effects on porosity and chloride resistance | Leemann, A., Loser, R., Trtik, P., Münch, B. |
246 | An advanced experimental setup to study plastic shrinkage cracking of concrete | Lura, P., Di Bella, C., Fontana, P., Trindler, W., Münch, B., Leemann, A. |
250 | Behavior of Confined Recycled Aggregate Concrete | Saadeghvaziri, M.A., Mahgoub, M., Jamali, A. |
229 | Sensor embedment, dynamic monitoring and model refinement for smart geotechnical structures | Rainieri, C., Dey, A., Fabbrocino, G., Santucci de Magistris, F. |
230 | Recent Austrian Activities in Bridge Monitoring | Geier, R., Lutz, H. |
249 | Monitoring and Evaluation of Structural Safety of Railway Bridges | Assis, W.S., Neto, A.P.C., Montoya, R., Bittencourt, T.N. |
252 | Fibre optic sensors for high temperatures and fire scenarios | Adelzadeh, M., Green, M.F., Khalifa, T., Li, W., Boa, X., Bénichou, N. |
259 | Monitoring of Post-tensioned Tendons using Ultrasonic Guided Waves | Sharma, Sh., Sharma, Se., Mukherjee, A. |
353 | Investigation of Performance of concrete under water | Gamal El Din, A.A. |
358 | Detection and localization of damage in civil engineering structures by using static assessment methods | Bungard, V., Scherbaum, F., Mahowald, J., Waldmann, D., Maas, S., Zürbes, A. |
227 | Transformation Matrix Method for Evaluation of Damage Detection in Structural Elements and Preparation the Algorithms | Mivehchi, M., Aghili, A. |
245 | Seismic Vulnerability of Tall Steel Structures Using by Nonlinear Static Analysis | Mivehchi, M., Aghili, A. |
201 | Considerations regarding the concrete in TCC constructions | Holschemacher, K., Kieslich, H, Mueller, T. |
204 | Bond behavior of NSM FRP bars at elevated temperatures | Palmieri, A., Matthys, S., Taerwe, L. |
210 | Evaluation of Fire Protection Systems for FRP Strengthened Concrete Elements | Alkhrdaji, T., Galati, N. |
211 | Strengthening of RC Chimneys with FRP Composites | Galati, N., Alkhrdaji, T. |
42 | Non-linear FE Analysis of RC Deep Beams with Openings Strengthened with CFRP Composites | Hawileh, R.A., El-Maaddawy, T.A., Naser, M.Z. |
39 | State Representation Methodology (SRM) for Bridge Condition Assessment in SHM | Miyamoto, A. |
65 | System identification and finite element modeling and model of a building incorporating soil flexibility and non-structural components | Butt, F., Omenzetter, P. |
165 | Dynamic Parameter Estimation for Steel Bridges using Strain Data | Chikermane, S., Banerji, P. |
94 | Behavior of pre-stressed concrete bridge girders due to time dependent and temperature effects | Debbarma, S.R., Saha, S. |
110 | Damage detection and monitoring of glued elements in civil structures using adhesive layer integrated markers | Böhm, S., Thiede, H., Ummenhofer, T., Stammen, E. |
319 | Paraseismic strengthening of concrete columns by composite confinement | Suter, R., Grisanti, M. |
348 | Innovation on advanced composite materials for civil engineering and architectural applications: case studies | Agneloni, E., Casadei, P., Celestini, G. |
357 | GFRP retrofitted RC frames with columns subjected to high axial stresses | Dalgic, K.D., Ispir, M., Ozel, O., Ilki, A. |
360 | The use of innovative FRP Anchorages to improve the performance of Box Girder Bridge retrofit projects | Al-Mahaidi, R., Kalfat, R., Williams, G. |
135 | Confinement of Compressive Concrete Element with Nickel-Titanium Wires | Mirzaei, Z., Shekarchi, M., Nili, M. |
263 | Modern Remote Structural Health Monitoring - providing long-term confidence in a structure’s condition | Spuler, T., Moor, G., O'Suilleabhain, C., Berger, R. |
265 | SHM of Ageing Reinforced Concrete Structures | Del Grosso, A., Inaudi, D., Lanata, F., Posenato, D. |
310 | Integrated Structural Health Monitoring Systems for High-Rise Buildings | Inaudi, A., Walder, R. |
316 | Acoustic Monitoring used to manage the Life of Cable Supported Bridges | Tozser, O., Elliot, J., Garcia, R. |
330 | Monitoring Based Evaluation of Design Criteria for Concrete Frame Bridges | Wendner, R., Strauss, A., Hoffmann, S., Bergmeister, K. |
332 | Laboratory Evaluation of FBG Sensors in Full-Scale Concrete Beams | Ahmed, E., El-Nemr, A., Tremblay, J., Benmokrane, B., Dulude, C. |
342 | Novel Fibre Optic Sensors for Monitoring Physical and Chemical Changes in Concrete Structures | Basheer, M.P.A., Srinivasan, S., Sun, T., Grattan, K.T.V., Grattan, S., Taylor, S.E. |
359 | Smart Geodetic Sensors for Structural Health Monitoring | Van Cranenbroeck, J., Abusharks, M.H. |
215 | Shear strengthening of full-scale RC T-Beams using externally bonded CFRP sheets | Bae, S.-W., Belarbi A., Brancaccio, A. |
216 | Externally Bonded FRPs for Shear Strengthening of Prestressed Concrete Girders | Murphy, M.S., Belarbi, A., Bae, S.-W. |
220 | Verification of empirical models for FRP strengthened RC beams using ANSYS FE model | Toutanji, H., Britton, H., Mabry, N. |
224 | Strengthening, Restoration and Rehabilitation of the Greek Orthodox Church of Saint George - Old Cairo | Eltobgy, H.H. |
226 | Life-time extension of masonry-arch bridges | Rück, P., Portmann, B. |
231 | Strengthening-By-Stiffening: Analysis Model Validation and Parametric Study | Okeil, A.M., Broussard, G. , Ferdous, M.R. |
241 | FRP-Confined Reinforced Concrete Columns: Assessment of International Guidelines | Rocca, S., Alkhrdaji, T., Galati, N. |
258 | Performance of RC Beams Strengthened in Shear with Embedded Through-Section FRP Rods | Mofidi, A., Chaallal, O. |
240 | Simulation of Fire Spreading in a Residential Building: Comparing Alternative Building Techniques | Kolaitis, D.I., Asimakopoulou, E., Founti, M.A. |
260 | Applied research and recent developments on comp. material technology for structural strengthening | Fyfe, E., Karantzikis, M., Kolyvas, C. |
262 | Seismic Vulnerability of a Mamluk style minaret | El-Kholy, S.A. |
340 | Experimental investigations of the behavior of RC slabs retrofitted by a mixed NSMR-FRP and EB-FRP technique | Florut, S.C., Stoian, V., Diaconu, D., Dan, D. |
317 | Repair of reinforced concrete bridge systems with composites | Parvin, A., Brighton, D. |
320 | Damping system to increase dynamic strength of slender structure | Egger, P., Kollegger, J. |
282 | I-SSB: The Integrated Safe & Smart Built Concepts | Hummel, H.U., Founti, M.A. |
53 | Universal durability concept for FRPs in harsh environments | Weber, A., Spitz, C. |
63 | Effect of the freeze-thaw exposure on the axial behavior of concrete filled fiber-reinforced polymer tubes | El-Zefzafy, H., Mohamed, H.M., Masmoudi, R., Marchand, J., Gagné, R. |
192 | Study on the Elevated Temperature and Durability Performances of Basalt FRP Rebars | Li, H., Xian, G., Wu, J. |
235 | Long-term Bond Behavior of GFRP Rebars in Severe Environments | Juette, B., Weber, A., Spitz, C. |
287 | Durability of a newly developed carbon fiber epoxy glass façade | Hagenbeek, M., Van Nimwegen, J. |
333 | Creep of Fiber Reinforced Polymer-Epoxy-Concrete Interface Incorporating Carbon Nanotubes | Soliman, E.M., Taha, M.M.R., Kandil, U.F. |
355 | GFRP Rebars: A Comperative Study | Elchalakani, M., Al Raisi, A., Spitz, C. |
356 | CFRP strengthening of plain and reinforced concrete members | Elchalakani, M., Al Rais, M. ?? |
345 | Application of new tools for the monitoring of Nuclear containments | Domage, J.B., Piot, S., Lançon, H. |
349 | Monitoring the post-tensioning tendons of nuclear containments to increase safety | Domage, J.B., Laurens, J.M., Bour, D. |
124 | Performance and damage assessment of 16th century St. Maria del Popolo church in Naples (Italy) | Zinno, A., Russo, V., Vassallo, E., Lignola, G.P. |
125 | Modeling of RC wall-like columns FRP confinement | Lignola, G.P., Proto, A., Manfredi, G., Cosenza, E. |
127 | Influence of FRP reinforcement layout and geometry on different masonry brickwork panels | Cuzzilla, R.,Lignola, G.P., Proto, A., Manfredi, G. |
193 | Investigating the Behavior of Reinforced Concrete Frames Using Superelastic Nitinol | Khaloo, A.R., Mobini, M.H. |
238 | The Structural Health Monitoring of the Grande Ravine Viaduct | De Wit, M., Calleweart, F., Laurent, E. |
278 | Stay cable replacement, high level engineering for an extended serviceability | Mellier, E. |
279 | Electro-Chemical Treatments for Corroded Piers in Monte Carlo | Berramdane, N., Mellier, E., Tourneur, C. |
286 | Assessment of friction capacity of pre-cracked concrete strengthened with external GFRP strips | Khatamirad, M., Hosseini, A., Naserian, R., Marefat, M. |
291 | Impact Load Response of Concrete Beams Strengthened with Composites | Mohammed, T.A., Parvin A. |
326 | Finite element investigation of the flexural behavior of corroded RC beams before and after repairing | Sajedi, S., Bonyadi, H.R., Ghassemzadeh, F., Shekarchi, M., Mohebbi, M. |
327 | Behavior of bonded concrete overlays under restrained shrinkage | Sajedi, S., Ghassemzadeh, F., Harsini, I., Shekarchi, M., Mohammadi, B. |
322 | FRP laminates mechanically fastened to concrete: experimental observations and numerical modeling | Martinelli, E., Napoli, A., Nunziata, B., Realfonzo, R. |
323 | Innovative technique in strengthening of reinforced concrete columns | Biddah, A., Ghobarah, A. |
325 | Prediction of corrosion propagation for pro-active maintenance and effective repair strategies for RC structures | Otieno, M.B., Beushausen, H.-D., Alexander, M.G. |
331 | Load Capacity of Biaxially Loaded Reinforced Concrete Columns Confined with CFRP | El-Maaddawy, T.A., El-Sayed, M.G. |
304 | Proposing Suitable Methods for Seismic Rehabilitation of Concrete Structures | Zahedi, M.R., Fesharaki, H.H., Dayani, S. |
335 | Flexural Behaviour of Hybrid FRP-UHPC Beam: Effect of Different Bond Mechanisms | Chen, D., El-Hacha, R. |
337 | Ductility of Reinforced Concrete Beams Strengthened using Prestressed NSM CFRP Strips/Rebars - Analytical Study | Oudah, F., El-Hacha, R. |
338 | A Non-Dimensional Design Procedure for Flexural Strengthening of R/C Beams Using FRP | Hawileh, R., Saqan, E., Rasheed, H. |
162 | Modeling FRP confinement effectiveness limited by failure of free edge of jackets | Zinno, A., Lignola, G.P., Prota, A., Cosenza, E., Manfredi, G. |
9 | A discussion for proposing modified design and construction procedure in a small town considering results of ambient vibration monitoring performed on a student dormitory | Amiri, M.M. |
102 | Performance of Advanced Materials and Details during the Shake Table Tests of a 4-Span Bridge Model | Saiidi, S. M., Cruz-Noguez, C.A. |
6 | Rehabilitation and strengthening of structures for lateral loads | Ghobarah, A., Biddah, A. |
21 | Heat and mass transfer phenomena occurring in a gypsum board exposed to fire conditions | Founti, M.A, Kontogeorgos, D.A. |
31 | Seismic upgrading of existing RC buildings by advanced techniques | Della Corte, G., Mazzolani, F. |
59 | Effects of Loading Configuration on Shear Behavior of Reinforced Concrete Beams | Drobiova, D., Rahal, K.N. |
68 | Monitoring the static and dynamic behavior of The New Svinesund Bridge | Karoumi, R., Harryson, P. |
116 | CFRP Tendon Prestress Monitoring by Resistance Measurement in a Spun Concrete Powerline Pylon | Terrasi, G.P., Brönnimann, R., Bättig, G. |
118 | Health Monitoring of in-service Bridge Deck by Covariance of Covariance Matrix of acceleration | Li, X.Y., Law, S.S. |
170 | Development and Application of tuned mass dampers to a historic pedestrian bridge in Switzerland | Habenberger, J., Kuhn, M., Tschamper, H., Fontana, M. |
96 | Narrow fabrics as conductors for monitoring systems of textile based architectural structures | Niebel, V., Rosiepen, C., Gries, T., Laar, N. |
119 | Implementation of Structural Monitoring: Advantages and Limitations | Harik, I., Peiris, A. |
123 | Integrity Assessment of Thick Concrete Structures Using NDT Impact-Echo | Dawood, N., Marzouk, H. |
159 | Material integrated textile sensors in lightweight structures for applications in civil engineering | Ulbricht, J., Elsner, H., Kroll, L., Gelbrich, S., Elflein, F. |
169 | Smart CFRP systems with FBG sensors for the strengthening of reinforced concrete members | Holschemacher, K., Käseberg, S. |
120 | Non-destructive techniques for early damage detection for highway bridges using dynamic response | Elshafey, A., Marzouk, H., Gu, X., Haddara, M.R. |
121 | Dynamic testing and structural identification of two R.C. arch bridges | Islami, K., Da Porto, F., Modena, C., Dalla Benetta, M., Casarin, F. |
142 | Damage assessment of the multi-story buildings in the UAE under multiple earthquake scenarios | Mwafy, A.M. |
122 | Nonlinear Lateral Behavior of Coupled Shear Walls Having Different Link Beams | Khatami, S.M., Zahrai, S.M. |
78 | Dynamic Characterization and Damage Detection in Concrete Box Section Bridges of the Middle East | Khalil, A.H.H., Hegab, H.I.A., Eid, M.S. |
62 | Behavior of steel and carbon FRP-reinforced concrete-filled FRP tube columns under eccentric loads | Masmoudi, R., Mohamed, H.M., Benoit, G. |
37 | Effectiveness of FRP confinement on bearing strength of steel fibre reinforced concrete | Sri Ravindrarajah, R., Suarez, C. |
232 | Prestressed CFRP for structural strengthening | Michels, J., Czaderski, C., Motavalli, M. |
46 | Strengthening of Coupled Shear Walls in High-Rise Buildings | Aly, S. A., El-Naawy, O.A., Kamel, A. |
47 | NSM FRP shear contribution in the strengthened RC beams | Kotynia, R. |
194 | Large Data Stream Processing for Bridge Management Systems | Knobbe, A., Koopmen, A., Kok, J., Obladen, B., Bosman, C., Koenders, E. |
324 | Safety Assessment of Brooklyn Bridge Masonry Vaults Based on Real Time Monitoring and Laboratory Tests | Fischer, C., Talebinejad, I., Yanev, B., Ansari, F. |
233 | Longitudinal shear capacity of steel deck concrete composite slabs after 35 years in service - In situ tests at Zurich Airport | Knobloch, M., Klippel, M., Fontana, M. |
264 | Seismic retrofit of an existing fire station to ensure its critical emergency response function | Spuler, T., Moor, G., O'Suilleabhain, C., Berger, R. |
306 | Streicker Bridge: an on-site SHM laboratory at Princeton University campus | Glisic, B. |
7 | Integral Solutions for Sustainable Construction (IS2C), A Structural Health Monitoring Prgram in The Netherlands | Koenders, E.A.B. |
8 | Bridge Monitoring: A Pilot Project for Performance Assessment Management of Concrete Bridges | Koenders, E.A.B, Kok, J., Bosma, C., Galenkamp, H., Obladen, B. |
174 | Structural health monitoring of offshore concrete structures using FBG sensors | Marzouk, H., Rizk, E., Gu, X., Hussein, A. |
176 | Monitoring and Assessment of Continuity in a Prestressed Concrete Girder Bridge | Okeil, A.M., Hossain, T., Cai, S.C.S. |
328 | Monitoring Damage of Rehabilitated Beam-Column Joints under Simulated Seismic Loading | Said, A.M. |
299 | Smart sensor network for efficient damage detection and tracking in oil and gas pipelines | Jalalpour, M., El-Osery, A.I, Rahman, M.K., Taha, M.M.R. |
300 | Sustainable structural health monitoring using field programmable gate array (FPGA) technology | Farfan, B.G., Azarbayejani, M., El-Osery, A.I.,Taha, M.M.R. |
334 | Field Monitoring of an In-Service Thrust Anchor Block and Pipeline | Rahman, M.K., Abu Ghdaib,, A.K., Ahmed, A., Rehman, S., Saahid, S.M. |
KN AB | Validating the Structural Behavior and Response of Burj Khalifa: Synopsis of the Full Scale Structural Health Monitoring Programs | Abdelrazaq, A. |
KN KH | Development of Novel Materials for Smart Structures: Visionary Concepts | Khandal, R.K. |
KN FE | Structural monitoring with wireless sensor networks: Experiences from field deployments | Feltrin, G., Bischoff, R., Meyer, J., Saukh, O., Motavalli, M. |
KN BU | Allowable Long Term Stresses in Aramid Yarns | Burgoyne, C.J. |
KN MA | Long Term Bridge Performance Program: Objectives and Goals | Maher, A.M., Ghasemi, H., Hooks, J.M., Foden |
KN EM | Structural Assessment of FRP-Strengthened Structural Members Using Cyclic Load Testing | Emmons, P. |
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