ID |
Title of the paper |
Author(s) |
KNKB | Seismic retrofit of cultural heritage buildings – when less is more | Beyer, K., Vanin, F., Godio, M., Penna, A., Senaldi, I., Guerrini, G., Tomassetti, U. |
KNOR | Dynamic modeling challenges in strengthening existing structures with advanced composites | Rabinovitch, O. |
KNRAM | Advanced hybrid experimental_numerical strategies for safer structures | Al-Mahaidi, R., Hashemi, M.J. |
KNSK | Efforts to develop resilient reinforced concrete building structures in Japan | Kono, S., Mukai, T., Watanabe, H., Kitamura, F., Yuniarsyia, E., Mukai D.J. |
KNSP | Towards the practical implementation of performance-based assessment and retrofit strategies for RC buildings: challenges and solutions | Pampanin, S. |
15 | Damage detection method based on state representation methodology (SRM) | Miyamoto, A., Brühwiler, E. |
26 | Quantitative estimation method of rebar corrosion degree of RC structures | Oshita, H., Kanemoto, K. |
36 | Evaluating the stresses in a supertall structure: Field monitoring and numerical analysis | Osman, A., Malak, C. |
38 | Predicting Freeze-Thaw Damage using Tipping Point Analysis of Strain Data | McAlorum, J., McKeeman, I., Perry, M., Niewczas, P. |
42 | Optimisation of structural health monitoring system topology based on the value of information concept | Omenzetter, P. |
45 | Optical and Acoustic Techniques for Crack Monitoring in RC Building Structures | Watanabe, T., Yanase, T., Takahashi, N., Ogata, Y., Sakurai, M., Kobayashi, J. |
51 | Laboratory experiment for damage assessment using the DAD - method | Erdenebat, D., Waldmann, D., Teferle, F.N. |
64 | Smart Bridge – Way into practice | Dabringhaus, S., Hindersmann, I. |
73 | Natural stone floors monitoring – inference on persistence of humidity spots | Donadini, F., Rück, P., Portmann, B. |
76 | Bridge pier and embankment foundation real time scour monitoring system development | Lin, Y.-B., Chang, K.-C., Gu, M.-H., Lin, X., Lai, J.-S. |
79 | Development of FBGS-systems for Monitoring Purposes of large Timber Structures | Franke, S., Schiere, M., Müller, A. |
84 | Capabilities and challenges of distributed Brillouin sensing in geotechnical applications | Nöther, N., von der Mark, S. |
85 | Miniature Fiber Optic Sensors: from Human to Structural Health Monitoring | Inaudi, D., Blin, R. |
86 | Distributed Sensors for Underground Deformation Monitoring | Belli, R., Inaudi, D. |
101 | Non-Contact Laser Ultrasonics based Monitoring of Civil Infrastructure | Majhi, S., Mukherjee, A., Karaganov, V., Uy, B. |
102 | The use of drilling tests to assess the strength of building materials: Review of existing methods and a proposed new technique | Alyamac, K.E., Olek, J. |
103 | Estimation of concrete strength combining rebound hammer and Windsor probe test methods | Alyamac, K.E., Ulucan, Z.C., Ulas, M.A., Tas, Y. |
115 | Monitoring the flow of asphalt mixtures compacted on two different rough surfaces | Ghafoori Roozbahany, E., Partl, M.N., Guarin, A. |
119 | An Innovative Deformation-Based System for Monitoring the Structural Safety of Stay-Cables | Bimschas, M., Kaufmann, W. |
123 | Study on monitoring technology focused on reinforcement cable for a fail-safe system | Toyota, Y., Hirose, T., Ono, S., Shidara, K. |
132 | Dynamic identification-model updating-seismic performance assessment of stone arch bridges | Soyoz, S., Karcioglu, E., Aytulun, E., Kaynardag, K., Pelvan, S.C., Karadeniz, A. |
133 | Structural health monitoring of airfield pavements using distributed fiber - optics sensing | Rabaiotti, C., Hauswirth, D., Fischli, F., Facchini, M., Puzrin, A. |
134 | Exploring the solution space in error-domain model falsification using classification algorithms | Pai, S.G.S., Smith, I.F.C. |
148 | Elastic-wave-based Imaging System for Detecting Voids in Concrete Structures | Tong, J.-H. |
150 | Structural health monitoring of a “Stary most” bridge in Bratislava with novel FBG technology | Salat, T., Lowy, P., Patassy, G. |
159 | Application of distributed optical measurements to structural concrete experiments | Haefliger, S., Mata-Falcon, J., Kaufmann, W. |
169 | Pre and Post Retrofit behaviour of an existing Railway Open web Steel Girder bridge | Singh, S.K, Dhang, N. |
173 | Duffing-like model for the hysteresis modelling of MR damper | Tu, J.-Y., Ke, J.-C., Lin, Y.-B. |
176 | Acoustic monitoring of a prestressed concrete beam reinforced by adhesively bonded composite | Chataigner, S., Gaillet, L., Falaise, Y., David, J.-F., Michel, R., Aubagnac, C., Houel, A., Germain, D., Maherault, J.-P. |
182 | Analysis of Structural Health Monitoring Data for cable-stayed bridge with ruptured cables | Gil, H., Park, J. |
185 | GNSS and Earth Observation for Structural Health Monitoring (GeoSHM) of the Forth Road Bridge | Meng, X., Psimoulis, P., Owen, J. Xie, Y., Nguyen D.T., Ye, J. |
196 | Study of SPM monitoring improvement | Castelli, P., Rizzo, M., Spadaccini, O., Vignoli, A. |
197 | Managing Structural Health Monitoring Data Using Building Information Modelling | Valinejadshoubi, M., Bagchi, A., Moselhi, O. |
199 | A Three-dimensional Structural Health Monitoring System Using Multi-Scale Sample Entropy | Lin, T.K., Tzeng, T.-C., Lin Y. |
203 | Earthquake laboratory tests on balconies with thermal break elements (Schöck Isokorb) | Standeker, J., Bärtschi, R. |
204 | Stiffness degradation under flexural loading using MEMS inclinometers sensors | Lahuerta, F., de Ruiter, M.J. |
246 | Carbon nanoparticles to monitor moisture damage propagation in GFRP | Taha, E.O., Kandil, U., Emiroglu, M., Reda Taha, M.M. |
250 | Evaluation of strains a nd stresses of prestressed girders for Bridge A7957, MO, USA (Field study) | Alghazali, H.H., Myers, J.J. |
251 | Dynamic Load Allowance of a Prestressed Concrete Bridge through Field Load Tests | Hernandez, E.S., Myers, J.J., Chen, G. |
253 | Sensitive Smart Concrete Loaded with Carbon Black Nanoparticles for Traffic Monitoring | Monteiro, A., Cachim, P., Costa, P. M.F., Oeser, M. |
279 | Clarifying distinctive acoustic emission signal features of a steel fiber reinforced concrete beam by parameter analysis | Tayfur, S., Alver, N., Saatci, S. |
281 | Measuring vertical strains and temperature with fiber optics in diaphragm walls | Goeminne, E., Couck, J., Brutin, M., Benoot, J., De Vos, L. |
282 | UQ and FE model updating of large scale steam turbine rotor | Giagopoulos, D., Arailopoulos, A. |
285 | Millimeter Wave Imaging of Notches in Metal Specimens under Dielectric Coating Using Image Processing | Hoshyar, A.N., Kharkovsky, S., Samali, B., Zoughi, R. |
293 | Infrastructure management integrating SHM and BIM procedures | Del Grosso, A., Basso, P., Ruffini, L., Figini, F., Cademartori, M. |
320 | Smart reinforcement steel bars embedded with low-cost MEMS sensors for strain monitoring | Tondolo, F., Cesetti, A., Matta, E., Quattrone, A., Sabia, D. |
338 | Monitoring of tunnel shape using distributed optical fiber sensing techniques | Kishida, K., Yamauchi, Y., Nishiguchi, K., Guzik, A. |
341 | Monitoring of subway intersection tunnels during TBM excavation in urban distressed areas | Amiri, M.M., Kouhsankini, A. |
32 | An edge cracked frame finite element for analysis of cracked structures and inverse crack detection | Rezaiee-Pajand, M., Gharaei-Moghaddam, N., Arabshahi, A. |
70 | Numerical simulations of medium and high freq uency elastic waves for damage detection in composite wind turbine blades | Szlaszynski, F., Omenzetter, P. |
96 | Numerical simulation of micro - crack identification in pipes with nonlinear guided waves | Guan, R., Lu, Y., Duan, W., Wang, X. |
105 | Nonlinear Analysis of Hollow-Core Composite Building Columns | Abdulazeez, M.M., ElGawady, M.A. |
106 | Reliability analysis of available relations and suggestion of a new formula for effective moment of inertia in concret e beams with FRP bars reinforcement | Arabshahi, A., Gharaei-Moghaddam, N., Tavakkolizadeh, M., Arashani, A. |
124 | Probability based comparison of retrofit methods for existing nonductile concrete frames | Miano, A., Sezen, H., Jalayer, F., Prota, A. |
125 | Punching Shear and Critical Shear Crack Theory in existing Column-Supported RC Slabs | Arslantürkoglu, S., Bärtschi, R. |
131 | Prediction of mechanical properties of engineered cementitious composites using artificial neural network | Shi, L., Lin, S., Lu, Y., Bai, Y. |
136 | Seismic performance assessment of FPS isolated liquid storage tanks at various intensity levels | Bagheri, S., Hayati Raad, H. |
154 | Output-Only System Identification on 199+325 Steel Railway Bridge | Ozcelik, O., Yormaz, D., Girgin, O., Yucel, U., Durmazgezer, E., Amaddeo, C., Kahraman, S. |
209 | Numerical Study on Seismic Isolation for Medium - rise Buildings Using Rubber - Sand Mixtures | Edinçliler, A., Yildiz, O. |
254 | Modeling the bond of GFRP and concrete based on a damage evolution approach | Rezazadeh, M., Carvelli, V., Veljkovic, A. |
286 | Toughened 2K-Epoxy Adhesives: From Automotive and Wind towards Construction | Mayer, C., Meier, T., Hofstter, D., Bosshard, B. |
294 | Effect of vehicle-induced impact on hanger of a half-through tied steel arch bridge | Gao, J., Zheng, Y., Zhao, B. |
301 | Cement composites with graphite, graphite oxide and graphite - like for applications in sensors | Santos Mendonça, M.G., Borin Barin, G., de Almeida, T.S., Barreto, L.S. |
321 | Wind Analysis of the Bosphorus Suspension Bridge: Numerical and Experimental Investigation | Bas, S., Apaydin, N.M., Ilki, A., Catbas, F.N. |
323 | Decision support for bridge condition assessment | Honfi, D., Leander, J., Björnsson, I. |
339 | Evaluating Compactness of CSGR by Falling-Ball Test | Feng, W., Zhang, Y., Lu, X., Liu, Z. |
343 | Quantification of initial defects in concrete caused by low temperature curing before 28d | Li, S., Hao, W., Ji, T., Chen, G., Dou, T. |
344 | Study and Application of Epoxy Coating in Freshwater mussels Prevention in Hydraulic Tunnels | Xia, S., Dou, T., Li, J., Zhao, B., Yao, G., Zhou, J. |
11 | Strengthening of short span steel jetty exposed to abnormal loads | Oukaili, N.K. |
27 | Standardization approach for a new class of retrofitting systems | Walendy, B., Sedlmair, R., Stempniewski, L. |
33 | A New Concept for Sustainable Refurbishment of Existing Bridges Using FRP Materials | Yang, J., Haghani, R., Ricci, F., Valvo, P.S., Veltkamp, M. |
35 | Internal and external transversal reinforcement interaction in RC beams strengthened in shear with externally bonded composites | Gonzalez-Libreros, J., D’Antino, T., Sneed, L.H., Pellegrino, C., Giacomin, G. |
41 | Strengthening an existing industrial building by optimally designed passive dampers under seismic and service loads | Khansefid, A., Bakhshi, A. |
49 | Emergency retrofitting of a shear-damaged RC column using fiber belt prestressing | Nakada, K., Castro, J.J. |
54 | Rapid repairing mortar material for corroded reinforced concrete structure | Siu, K.M.C., Leung, C.K.Y., Wu, C., Lu, C., Lam, J.Y.K. |
60 | Nonlinear Modeling of Bar Buckling and Rupture in RC Columns Under Cyclic Loads | Girgin, S.C., Moharrami, M., Koutromanos, I. |
62 | Bond behaviour of NSM CFRP strips with innovative high-strength self-compacting cementitious adhesive (IHSSC-CA) made with graphene oxide | Al-Saadi, N.T.K., Mohammed, A., Al-Mahaidi, R. |
63 | Assessing the effectiveness of cementitious adhesive made with graphene oxide used in NSM CFRP applications | Mohammed, A., Al-Saadi, N.T.K., Al-Mahaidi, R. |
94 | Punching shear in reinforced concrete bubbled slabs: experimental investigation | Oukaili, N.K., Husain, L.F. |
98 | Collapse Analysis of Concrete Frame Structures Subjected to Extreme Loading | Parvin, A., Khandel, O., Crozier, D., Raad, J. |
104 | Seismic Behavior of Precast Hollow-Core FRP-Concrete-Steel Column having Socket Connection | M. Abdulazeez, M.M., ElGawady, M.A. |
128 | A soft-computing approach to seismic retrofitting of existing RC structure | Falcone, R., Lima, C., Faella, C., Martinelli, E. |
129 | Design, Construction, and Performance of an Elevated Slab Reinforced with GFRP Bars | Plemic, P., Andrews, B. |
151 | SCF in FRP strengthened tubular T-joints under brace axial loading, in-plane bending and out-of-plane bending moments | Hosseini, A.S., Bahaari, M.R., Lesani, M. |
160 | Review of Methods for Reinforced Concrete Column Retrofit | Sichko, A., Sezen, H. |
161 | Evaluation of Retrofit Methods for Reinforced Concrete Beams | Sichko, A., Sezen, H. |
170 | Cyclic response of FRP-to-concrete adhesive joints: effect of the shape of bond-slip model | Martinelli, E., Zhou, H., Fernando, D. |
178 | Experimental evaluation of the developed reinforcement system in FASSTbridge project | Chataigner, S., Benzarti, K., Gemignani, G., Calderon, I. Birtel, V. Lehmann, F., Brugiolo, M., Pinero, I. |
179 | Use of polymer flexible joint between RC frames and masonry infills for improved seismic performance | Kwiecien, A., Kisiel, P., Gams, M., Korelc, J. Viskovic, A., Rousakis, T. |
180 | DIC and numerical analysis of polymer flexible adhesive in composite-to-brick strengthening | Kwiecień, A., Tekieli, M., Słoński, M., Hojdys, L., Krajewski, P. |
181 | Experimental Study on the Bond-Slip Behaviour of CFRP Laminates Bonded on RC Tension Members | Bischof, P., Gomer, A., Lötscher, D., Mata-Falcón, J., Kaufmann, W. |
190 | Performance of RC Slabs Strengthened with Mechanically Fastened Composites | Ibrahim, W. |
191 | Construction case and development for the upper surface strengthen method of bridge RC slab | Komori, W., Kobayashi, A., Abe, T. |
194 | Interfacial cohesive material law for SRP strips bonded to concrete | Carloni, C., Santandrea, M., Imohamed, I.A.O. |
205 | Out-of-plane behaviour of TRM strengthened masonry walls | Kariou, F.A., Trantafyllou, S.P., Bournas, D.A., Koutas, L.M. |
206 | Stress - strain Response of Steel - FRP Confined Concrete Columns Determined by DIC | Carloni, C., Santandrea, M., Ravazdezh, F., Sneed, L. |
212 | Effect of FRCM properties on masonry out of plane strengthening | Ramaglia, G., Lignola, G.P., Prota, A., Fabbrocino, F. |
214 | Retrofit of corroded reinforced concrete buildings to improve their seismic capacity | Bossio, A., Lignola, G.P., Prota, A., Mandredi, G., Fabbrocino, F. |
221 | Cyclic Compression Behavior of Concrete-Filled Hybrid Large Rupture Strain FRP Tubes | Nain, M., Abdulazeez, M.M., ElGawady, M.A. |
230 | Flexural Response of RC Beams Strengthened using UHPFRC Panels Epoxied to the Sides | Al-Osta, M.A., Rahman, M.K., Isa, M.N., Baluch, M.H. |
236 | Fatigue life prediction of RC beams strengthened with FRP through MLE method | Meneghetti, L.C., Garcez, M.R., Teixeira, R.M., Pinto da Silva Filho, L.C. |
240 | Assessment of axial behavior of HPFRCC members externally confined with FRP sheets | Demir, U., Sahinkaya, Y., Ispir, M., Ilki, A. |
263 | Experimental behavior of a severely damaged RC beam-column joint repaired with FRCM composites | Faleschini, F., Gonzales-Libreros, J., Hofer, L., Snned, L.H., Pellegrino, C. |
271 | Evaluation of Performance of RC Beam – Column Joint Externally Strengthened with Steel Strips | Al-Naghi, A., Al-Osta, M., Rahman, M.K., Al-Gadhib, A. |
276 | Behavior of Concrete Confined by Jute Natural Fiber Reinforced Polymer with Heat Treatment | Voravutvityaruk, T., Jirawattanasomkul, T., Ueda, T., Wuttiwannasak, N., Poonswat, T. |
280 | Ductility improvement of existing RC columns strengthened with CFRP | Del Zoppo, M., Di Ludovico, M., Balsamo, A., Prota, A. |
283 | An Experimental Study on Effects of Lap-Spliced Joint on Structural Behavior of RC Columns | Pul, S., Senturk, M. |
284 | Finite Element Analysis for Obtaining Structural Performance of Bridge Pier Interacting with Soil | Sentürk, M., Pul, S. |
287 | Effects of soil - structure interaction on design of reinforced concrete structures for various earthquake zones structures | Kilicer, S., Ozgan, K., Daloglu, A.T. |
288 | Time-dependent bond behavior between NSM CFRP strips and concrete | Emara, M., Baena, M., Barris, C., Torres, L., Moawad, M., Perera, R. |
290 | Assessment of an existing masonry structure using linear and nonlinear material models | Gunes, B., Mangir, A., Okumus V. |
296 | Different application methods on CFRP- and GFRP- confined concrete: experimental results | Moretti, M.L., Arvanitopoulos, E., |
299 | Preloading effect on strengthening efficiency of RC beams strengthened with NSM strips | Kotynia, R., Przygocka, M. |
326 | Use of the disipador SL-B in the rehabilitation of health facilities in Cuba. | Valdés Jiménez, V.M., Pupo Ordono, D., Fenandez Pérez, R.M., Martinez Almagnuer, R. |
340 | Research Progress on Low Temperature Anti - crack Design of Hydraulic Epoxy Mortar Protective Material | Huang, H., Hao, J., Dou, T., Li, S. |
349 | Parametric investigationon the behaviour of CFRP wrapped concrete columns | Fareed, S., ur Rehman Khan, A. |
12 | Long-term behavior of RC slabs strengthened with EB CFRP strips subjected to sustained load and exposed to solar radiation | Gallego, J.M., Czaderski, C., Michels, J. |
97 | Performance Evaluation of Concrete Structures Reinforced by Corrosion Free FRP and SMA Materials | Parvin, A., Raad, J. |
109 | Behaviour of Carbon Fiber Reinforced Polymer (CFRP), with and without fire protection material, under combined elevated temperature and mechanical loading condition. | Nguyen, P.L., Vu, X.H., Ferrier, E. |
144 | A study on fatigue durability of the top surface repair method using two types of adhesives for damaged RC slabs | Ito, K., Abe, T., Fuchigami, M., Kozakai, N. Kodama, T. |
152 | Determining Moisture in Materials and IoT | Voigt, G., Helmerich, R., Adao, F., Rückschloss, M. |
153 | Humidity monitoring in concrete using Bluetooth Low Energy sensors | Adao, F.J.F.S., Helmerich, R., Voigt, G., Modenhauer, L., Neumann, P.P. |
168 | Durability of HC-FCS cylinders subjected to hybrid environmental and mechanical loads | Wang, S., ElGawady, M. |
172 | Characterization of thermomechanical properties of a textile reinforced concrete (TRC) under high temperature | Tlaiji, T., Vu, H.X., Ferrier, E., Larbi, A.S., Michel, M. |
200 | Automated Detection of Areas of Deterioration in GPR Images for Bridge Condition Assessment | Shakibabarough, A., Bagchi, A., Zayad, T. |
232 | Bond strength of fly ash geopolymer with CFRP fabric after exposure to high temperature | Sarker, P.K., Borak, A., Mukherjee, A., Rangan, V.R. |
255 | The Effects of Engineering Properties of Waste Tires into Self Compacting Concretes | Öztürk, H., Bideci, A., Salli Bideci, Ö. |
292 | Durability monitoring of reinforced concrete | Seguí Femenias, Y., Angst, U., Elsener, B. |
324 | A method to inspect the risk of fire spalling of existing concrete members | Lu, F., Bärtschi, R., Fontana, M. |
354 | Structures and buildings rehabilitated with FRP: durability issues and challenges for materials advancements | Frigione, M. |
39 | Analysis, Design, and Construction of SMA-Reinforced FRP-Confined Concrete Columns | Tazarv, M., Saiidi, S.M. |
77 | Active shear strengthening of RC beams using shape memory alloys | Rius, J., Cladera, A., Ribas, C., Mas, B. |
116 | Iron-based shape memory alloy strips, Part 2: flexural strengthening of RC beams | Michels, J., Shahverdi, M., Czaderski, C., Schranz, B., Motavalli, M. |
118 | Iron-based shape memory alloy strips, Part 1: characterization and material behavior | Shahverdi, M., Michels, J., Czaderski, C., Arabi-Hashemi, A., Motavalli, M. |
239 | Functional properties of Fe-based shape memory alloys containing finely dispersed precipitates | Krooß, P., Vollmer, M., Chumlyakov, Y., Niendorf, T., Somson, C. |
242 | Stress recovery behavior of an Fe - Mn - Si - Cr - Ni - VC shape memory alloy subjected to cyclic fatigue loading | Ghafoori, E., Hosseini, E., Michels, J. |
318 | SMA Bar Dampers using Bending Behavior Combined with Tension or Compression | Choi, E., Park, S., Woo, D., Chae, S., Lee, S.-Y., Kwon, E., Park, H., Hoan, N.D. |
347 | Deflection of SE-SMA reinforced concrete Beams-Column joints | Kaduskar, S., Bajoria, K.M. |
350 | Evaluation of mechanical behavior of NiTi/NiTiCu bi-layer composites aided by analytical modelling and FEM validation | Taghizadeh, M., Nili-Ahmadabadi, M., Malekoshoaraei, M.H. |
351 | On the pseudoelastic behaviour in a lath martensitic steel under two discrete processes consist of cold rolling and heat treatment | Koohdar, H.R., Nili-Ahmadabadi, M., Habibi-Parsa, M., Jafarian, H.R. |
355 | New anchorage mechanism for smooth Fe-SMA bar used for flexural strengthening of RC beams using NSM technique | Rojob, H., El-Hacha, R. |
14 | Performance of a Hybrid FRP-Reinforced Bridge Truss Girder System – Experimental Assessment | El-Badry, M., Moravvej, M., Joulani, P. |
48 | Monitoring the structural response of historical Islamic minarets to environmental conditions | Hamed, A., Osman, A., Malek, C. |
55 | Preliminary estimates of the viability of UAV - based bridge inspections in Switzerland | Kielhauser, C., Romer, F.P., Adey, B.T. |
81 | Strengthening & waterproofing of concrete structures with Ductal® UHPFRC | Boiron, L., Wassmann, K., Brühwiler, E. |
88 | Behavior of composite concrete-cellular steel beams under combined flexure and torsion | Oukaili, N.K., Adbullaah, S.S. |
266 | Structural response of full-scale concrete bridges subjected to high load magnitudes | Halding, P.S., Schmidt, J.W., Jensen, T.W., Henrikson, A.H. |
272 | Structural Performance of Innovative Precast Hollow Concrete Walls for Buildings | Ibrahim, M., Rahman, M.K., AlHems, L.M., Maslehuddin, M. |
357 | Architectural Approach and Design of the Restoration Project of the Seyh Süleyman Masjid | Berlucci, N., Aydemir, O., Simsek, M., Kuran, F. |
22 | Tools for efficient and accurate strain cycles monitoring of metallic railway bridges with wireless sensor networks | Feltrin, G., Popovic, N., Jalsan K.-E. |
66 | Fatigue strengthening of cracked steel plates using prestressed unbonded CFRP reinforcements | Hosseini, A., Ghafoori, E., Motavalli, M., Nussbaumer, A., Zhao, X.-L., Koller, R. |
67 | A novel mechanical clamp for strengthening of steel members using prestressed CFRP plates | Hosseini, A., Ghafoori, E., Motavalli, M., Nussbaumer, A., Al-Mahaidi, R., Terrasi, G. |
68 | An experimental investigation into bond behavior of prestressed CFRP to steel substrate | Hosseini, A., Wellauer, M., Ghafoori, E., Sadeghi Marzaleh, A., Motavalli, M. |
82 | Intermediate debonding on cracked steel beams reinforced with CFRP plates under fatigue | Bocciarelli, M., Colombi, P., Fava, G., D'Antino, T. |
112 | Strengthening of steel plate by carbon fiber sheet under axial compression force | Hidekuma, Y., Ohgaki, K., Okuyama, Y., Miyashita, T., Kobayashi, A. |
120 | Development, testing, and FEA of a SMA/CFRP patch for repair of cracked metallic structures | Dawood, M., Zheng, B., El-Tahan, M. |
157 | Behavior of Retrofitted Concrete Members Using Iron-Based Shape Memory Alloys | Zerbe, L., Reda, M., Dawood, M., Belarbi A., Michels, J., Senouci, A., Genctruk, B., Al-Ansari, M. |
171 | Stiffness prediction of CFRP/steel double strap joints | Lu, Y., Li, W., Liang, H., Liu, Z. |
177 | Crack-reinforcement of old steel structures using adhesively bonded composite | Lepretre, E., Chataigner, S., Dieng, L., Gaillet, L. |
245 | CFRP strengthening of cast and wrought iron structures | Moy, S.S.J. |
259 | Development of anchorage systems for strengthening of steel plates with iron - based shape memory alloy strips | Izadi, M., Ghafoori, E., Hosseini, A., Motavalli, M., Maalek, S., |
260 | Feasibility of iron-based shape memory alloy strips for prestressed strengthening of steel plates | Izadi, M., Ghafoori, E., Hosseini, A., Motavalli, M., Maalek, S., Czaderski, C., Shahverdi, M. |
267 | Retrofitting of Ayala Bridge, an Historic Steel bridge in Manilla (Philippines) | Buchin-Roulie, V., Kaczkowski, N., Gros, A., Tesson, F. |
332 | Fatigue strengthening of tubular X joint using un - bonded CFRP laminates | Khayatazad, M., Shariatmadar, De Backer, H. |
342 | Recent developments of strengthening techniques for metallic structures | Ghafoori, E., Dawood, M., Hosseini, A. |
353 | Performance assessment of Shape Memory Alloy plates for recovery of deflection in steel frame | Bajoria, K.M., Jadhav, R. |
17 | Long term behavior of epoxy adhesives and FRP’s for strengthening of concrete | Czaderski, C., Meier, U. |
19 | 20 Years of CFRP in Kentucky’s Bridges | Harik, I., Peiris, A. |
28 | Fatigue and durability of laminated carbon fibre reinforced polymer straps for bridge suspenders | Terrasi, G.P., Baschnagel, F., Gao, J., Meier, U., Widmann, R. |
34 | Flexural strengthening of reinforced concrete beams using externally bonded FRP laminates prestressed with a new method | Yang, J., Haghani, R., Al-Emrani, M. |
83 | Post-tensioned CFRP strap elements for civil engineering applications | Keller, T. |
89 | Design of CFRP pre-stressed double-tee girders and experimental behavior under service load | Spadea, S., Rossini, M., Nanni, A. |
93 | Experimental and numerical study on the bond slip laws of adhesively bonded FRPs | Sedlmair, R., Stempniewski, L, Walendy, B. |
110 | Behaviour of Prestressed CFRP Anchorages under Freeze-Thaw Cycle Exposure | Harmanci, Y.E., Michels, J., Chatzi, E. |
139 | Experimental investigation of time - dependent shear deformation in RC beams strengthened with CFRP straps | Jin, F., Lees, J.M. |
201 | Long-term applications of CFRP prestressing in Canada | Green, M.F. |
225 | Torsional behavior of hollow - core FRP - concrete - steel bridge columns | Anumolu, S., Abdelkarim, O.I., Abdulazeez, M.M., Gheni, A., ElGawady, M.A. |
275 | Impact of Professor Urs Meier in application of CFRP composites in structural strengthening in Iran. | Najafi, J. |
278 | Effects of loading rate on the behaviour of CFRP strengthened steel members | Kadhim, M.M.A., Wu, Z., Cunningham, L.S. |
307 | Recent contributions from UMinho and Empa on durability issues of flexural strengthening of RC slab with EB CFRP laminates | Sena-Cruz, J., Michels, J., Correia, L. Silva, P., Fernandes, P., Fança, P.M., Czaderski, C., Harmanci, Y., Gallego, J.M. |
16 | Identification of Structural Damage in Hybrid Bridge Truss Girders Using Relative Wavelet Entropy | Moravvej, M., El-Badry, M. |
56 | Non - contact vibration measurement of cables in a cable - stayed bridge by consumer - grade camera | Xu, Y., Brownjohn, J. |
65 | Dynamic effects of cable rupture in a tensegrity structure | Sychterz, A.C., Smith, I.F.C. |
74 | Comparative Study of Damage Detection in Symmetric and Asymmetric Buildings | Wang, Y., Thambiratnam, D.T., Chan, T.H.T., Nguyen, A. |
100 | Detecting damage in concrete beams using Bi - coherence of vibration data | Ahmed, F., Ahsan, R. |
108 | Deterioration Sensitive Feature using Enhanced AR Model Residuals | Monavari, B., Chan, T.H.T., Nguyen, A., Thambiratnam, D.P. |
114 | Monitoring of bridge vibrations with image-assisted total stations | Ehrhart, M., Kalenjuk, S., Lienhart, W. |
117 | High Spatial Density Vibrational Measurements via 3D-Particle Tracking Velocimetry | Harmanci, Y.E., Gülan, U., Zimmermann, M., Chatzi, E., Holzner, M. |
121 | A basic research for track maintenance with track facility daily monitoring data | Uno, T., Okada, K., Aoki, K., Saito, Y. |
143 | Anomaly detection of bridges under vehicle induced vibration by means of Bayesian inference | Goi, Y., Kim C.-W. |
145 | Energy harvesting from earthquake for vibration-powered wireless sensors | Quaranta, G., Trentadue, F., Maruccio, C., Marano, G.C. |
149 | Monitoring of cable stayed bridges and its integration from the design stage – Case studies | Meng, N., Islami, K., O'Suilleabhain, C. |
162 | Usefulness of ambient-vibration measurements for seismic assessment of existing structures | Reuland, Y., Abi Radi Abou Jaoude, A., Lestuzzi, P., Smith, I.F.C. |
166 | Remote vibration monitoring for scour detection of a railway bridge | Kim, C.-W., Kawabe, D., Kitagawa, S., Shinoda, M., Nakamura, T., Yao, H. |
183 | Potential of detecting dynamic motion by analysing SNR of GPS satellite signals | Peppa, I., Psimoulis, P., Meng, X. |
193 | Vibration-based damage identification in railway concrete sleepers | Janeliukstis, R., Kaewnruen, S., Clark, A., Rucevskis, S. |
211 | Structural Damage Diagnosis with Time-Varying Loads Using Convolutional Neural Network | Gulgec, N.S., Takac, M., Pakzad, S.N. |
233 | Utilization of wavelet-based damage-sensitive features for structural damage assessment of steel braced frames | Hwang, S.-O., Lignos D.G. |
257 | Improved Structural Health Monitoring of the DLR Warton Road Bridge using Digital Image Correlation | Winkler, J., Hendy, C. |
261 | Vibration-based structural performance assessment via output only sub-Nyquist/ compressive wireless sensor data | Gkoktsi, K., Dertimanis, V., Chatzi, E.N., Giaralis, A., Klis, R.P. |
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