ID |
Title of the paper |
Author(s) |
KN FA | Advances in Discrete and Distributed Health Monitoring of Civil Structures by Fiber Optic Sensors | Ansari, F. |
KN JB | Identifying and discriminating effects for structural health monitoring | Brownjohn, J., Westgate, R., Koo, K-Y., Cross, E. |
KN JGT | Debonding Failures in RC Beams Strengthend in Flexure with Near-Surfac Mounted (NSM) CFRP Strips | Teng, J-G., Zhang, S.S. |
KN LDL | Mesomechanical modeling of debonding failures in FRP-strengthened structures | De Lorenzis, L., Palmieri, V., Zavarise, G. |
KN ND | Marmaray Project - Monitoring of the Construction Activity and HSE Performance | Demir, N. |
KN UM | Try the impossible to achieve the possible | Meier, U. |
10 | Investigation of Damage Influence on Modal Participation Ratio in Experimental Modal Test | Gharighoran, A., Nematollahi, R. |
11 | Modal Identification of Bridges Using Vehicle-Crossing Tests | Akköse, M., Gomez, H.C., Feng, M.Q. |
13 | Recent Developments in CFRP Strengthening of Steel Tubular Members and Connections | Zhao, X.L. |
15 | Field tests for estimating traffic induced vibration of an orthotropic deck steel bridge | Ansari, P., Peyman Zandi, A., Karbasi Arani, K. |
20 | Analytical modeling of RC beams strengthened with prestressed NSM-CFRP strips subjected to freeze-thaw exposure | Omran, H.Y., El-Hacha, R. |
21 | Cost and Ductility Effectiveness of Concrete Columns Wrapped with CFRP and SFRP Sheets | Abdelrahman, K., El-Hacha, R. |
23 | Integrated Analysis of Inhomogeneous Structural Monitoring Data from Internal and External Sensors | Lienhart, W. |
24 | Sustainable Rehabilitation of Corroded Bridge Columns | Sheikh, S.A., Liu, J. |
25 | Adhesively bonded CFRP system using recycled MCF enhanced epoxy for strengthening steel structure | Bai, Y., Hu, K., Lu, Y. |
26 | Mechanical anchorage of CFRP sheets retrofitting masonry walls | Bischof, P., Suter, R., Chatzi, E., Lestuzzi, P. |
28 | Performance assessment of wood/jute fibers reinforced polyester (JFRP) interface based on numerical simulations | Atanasiu, G.M., Lanivschi, C.E. |
30 | Development of Bridge Monitoring System for Short- and Medium-Span Bridges based on Bus Vibration | Miyamoto, A., Yabe, A. |
31 | Advanced Composite Mortar System for Strengthening Historic Masonry | Kolyvas, C., Bal, I.E., Bernakos, A., Triantafillou, T. |
33 | Development of Practical Bridge Management System for Prestressed Concrete Bridges | Miyamoto, A., Katsushima, T., Asano, H. |
35 | Humidity and Strain Monitoring for Textile Reinforced Concrete | Quadflieg, T., Tomoscheit, S., Gries, T. |
36 | The Embedment Length Effect on Reinforced Concrete Beams Strengthened in Shear using L-shaped CFRP Plates | Mofidi, A., Thivierge, S., Chaallal, O., Shao, Y. |
37 | Fibre Optic Embedded Sensors for the Health Monitoring of Offshore Structures | Dawood, N., Marzouk, H., Hussein, A. |
38 | Assessment and Damage Diagnostics for a Reinforced Concrete Skew Bridge | Rahman, M.K., Al-Osta, M.A., Azad, A.K., Baluch, M.H. |
40 | CFRP-Strengthening and Long-Term Performance of Fatigue Critical Welds of a Steel Box Girder | Koller, R.E., Stoecklin, I., Terrasi, G.P. |
43 | Velocities of seismic waves in structures | Safak, E., Catik, E., Zengin, E. |
44 | Methodology of efficient assessment of structural deformation from Non-intrusive techniques for Civil Heritage conservation | Fernandez, J.G., Socci, L., Martinez Rubio, J., San José Alonso, J., Fernandez Martin, J.J. |
45 | Behaviour of concentrically and eccentrically loaded short concrete columns confined with CFRP wraps | Khan, A.R., Fareed, S. |
46 | Sensor for determination of residual moisture in cement screed constructions | Gelbrich, S., Lange, R., Ulbricht, J., Putsche, M. |
47 | FRP versus Traditional Strengthening on a Typical Mid-Rise Turkish RC Building | Smyrou, E., Karantzikis, M., Bal, I.E. |
48 | Behavior of Heritage Masonry Walls Retrofitted With CFRP Sheets | Al-Gohi, B.H., Baluch, M.H., Rahman, M.K., Ilki, A., Demir, C. |
49 | Development of residual seismic capacity evaluation system - Shaking table test with rocking behavior | Kusunoki, K., Yamashita, M., Tasai, A., Araki, M. |
50 | Probabilistic modeling of FRP-wrapped concrete members | Baji, H., Ronagh, H.R. |
52 | Proposal for the application of carbon fiber reinforced polymers (CFRP) for suspenders of arch bridges in China | Gao, J., Chen, C.M., Winistörfer, A., Meier, U. |
54 | Reconstruction of bridge abutments on Corridor 10 section Veles-Katlanovo in R. Macedonia | Josifovski, J., Papić, J.B., Gjorgjevski, S. |
57 | Modal identification of a twelve span viaduct in two different construction stages via ambient dynamic testing | Chen, X., Omenzetter, P., Beskhyroun, S. |
58 | Structural Damage Estimation using Dynamic Data and Multi-objective Optimization | Shabbir, F., Omenzetter, P. |
60 | Concrete erosion in nitrification basins of wastewater treatment plants | Leemann, A., Hoffmann, C. |
64 | Wireless monitoring of the dynamic performance of a footbridge | Flouri, K., Bischoff, R., Meyer, J., Feltrin, G. |
65 | Recent developments in optical systems for structural deflection measurement | Lichti, D.D., Habib, A.F., Detchev, I., Qi, X., El-Badry, M. |
66 | Implementation of Support Vector Machine Concept for Monitoring with Fiber Optic Sensing | Malekzadeh, M., Catbas, F.N. |
67 | Comparison of Strains at the Superstructure of a Bridge: Mathematical Model vs. Field Test with Fiber Optic system | Arenas-Garcia, L.M., Gómez-Martinez, R., Garcia-Soto, D., Escobar-Sanchez, J.A. |
71 | Smart structural members with embedded FBG sensor | You, Y.J., Park, Y.H., Park, K.T. |
72 | The use of an instrumented vehicle in a wavelet based damage detection approach for bridge structures | McGetrick, P.J., Kim C.W. |
73 | Resistance Mechanism of Low Strength Concrete Columns with Wing Wall | Araki, H., Miyahara, N. |
75 | Modified failure criteria from rock mechanics to predict the ultimate strength of FRP confined column | Canan Girgin, Z. |
76 | Damage Detection of a Steel Truss Bridge through on-site Moving Vehicle Experiments | Kim, C.W., Kitauchi, S., Sugiura, K. |
77 | Durability characteristics of ultra-high-strength fiber-reinforced self-compacting concrete | El-Dieb, A.S. |
78 | Chloride induced corrosion rate and bond strength in relation to concrete cover and bar diameter | El-Dieb, A.S., Oan, A.F.B., Abdelwahab, M.M., Okba, S.H. |
80 | Communication performance of IC tag embedded into concrete for the purpose of information traceability | Sugiyama, H. |
82 | Wireless interrogation of passive sensors in confined environment | Hermand, G., Bertrand, J., Chebila, F., Rifai, A., Khalil, F., Aubert, H. |
83 | Laboratory study of fibre-optic strain sensor fixation for monitoring tunnel linings | Fischli, F., Iten, M., Carrera, A., Puzrin, A.M. |
84 | Connection element for modeling of post-tensioned self-centering steel frames | Eljajeh, Y., Petkovski, M. |
86 | System Identification of a Base-Isolated Bridge Using Ambient Vibration Data | Ozcelik, O., Amaddeo, C. |
87 | Monitoring and assessment for the sustainable management of historical buildings | Morandotti, M., Olivero, S., Besana, D., Stirano, F., Cinieri, V., Sabbatelli, R. |
90 | Stress Concentration and Failure of Perforated CFRP Lamella under Unidirectional Tension | Liu, Y., Zwingmann, B., Schlaich, M., Goller, R. |
92 | Efficient and cost-effective seismic design using inelastic analysis procedures and overstrength | Mwafy, A.M. |
93 | The application of infrared thermography for assessment of the condition of structural elements | Petkune, N., Donchev, T., Wertheim, D., Limbachiya, M., Hadavinia, H. |
94 | Crack propagation of the FRP strengthened masonry walls | Sayari, A. |
95 | Structural monitoring of the bridge in Szczercowska Wieś (Poland) under trial loading | Staśkiewicz, M., Kotynia, R., Lasek, K. |
98 | Testing of Steel Beams Externally Reinforced using Anchored Hybrid FRP Composites | Alhadid, M.M.A., Sweedan, A.M.I., El-Sawy, K.M. |
99 | RC beams strengthened with prestressed and gradually anchored CFRP strips | Michels, J., Czaderski, C., Martinelli, E., Motavalli, M. |
102 | Criteria Guiding Seismic Upgraded Strategies of Traditional Masonry Buildings in Greece | Karantoni, F.V., Papadopoulos, M., Pantazopoulou, S. |
105 | The Structural Health Monitoring System of the Izmit Bay Bridge: overview and SHM-based fatigue assessment | Andersen, J.E., Enckell, M., Farreras Alcover, I., Chryssanthopoulos, M. K. |
106 | Additional Horizontal Stiffening of Historical Masonry Structures with FRP Strips | Witzany, J., Cejka, T., Zigler, R. |
107 | Cyclic testing of a steel-core buckling restrained brace under near-fault displacement reversals | Avci Karatas, C., Cetinkaya, S., Demir, C., Gunes, B., Comert, M., Celik O.C. |
111 | Monitoring of a single point mooring in the VEGA field | Facchini, L., Rizzo, M., Spadaccini, O., Vignoli, A. |
112 | A novel numerical approach for modelling the monotonic and cyclic response of FRP strips glued to concrete | Martinelli, E., Caggiano, A. |
115 | Determination of column base-plate connection flexibility in low-rise metal buildings | Kavoura, F., Gencturk, B., Dawood, M., Gurbuz, M., Hatch, J., Belarbi, A. |
118 | Health Monitoring and Reliability Estimation of a Tall Building | Kirkpinar, E., Özer, E., Soyöz, S. |
119 | Dynamic Monitoring of GBS Terminal | Belloni, F., Rizzo, M., Spadaccini, O., Vignoli, A. |
120 | Enhancement of the Structural Performance of Circular RC columns with CFRP Wrapping | Chikh, N., Djebbar, N., Benzaid, R., Mesbah, H. |
122 | System identification of a bridge structure and its effects on reliability estimation | Özer, E., Soyöz, S. |
123 | In situ evaluation of concrete compressive strength: reliability of non destructive techniques | De Nicolo, B., Trulli, N., Valdès, M. |
124 | Condition assessment of a reinforced concrete building according to Fib Model Code 2010 | Pani, L., Concu, G., De Nicolo, B. |
125 | Monitoring the Corrosion in Columns using Fibre Optic Sensors - Preliminary Investigation | Wahab, N., Soudki, K. |
128 | Impact of high-strength material on seismic design response factors and economics of multi-story buildings | Mwafy, A.M., Hussain, N., El-Sawy, K. |
129 | New Measuring Method for the Scour and the Water Level by Temperature Measurement | Joo, B.-C.,You, Y.-J., Park, K.-T., Hwang, Y.-K. |
130 | Feasibility of CFRP repair for Slender RC Beams with Corroded Stirrups | Alaskar, A., Soudki, K. |
133 | Reinforcement Corrosion of a Post-Tensioned Steam Cured Concrete Jetty in the Persion Gulf Region | Moradian, M., Chini, M., Shekarchi, M. |
135 | Numerical Model for Biaxial Loading of Reinforced Concrete Strengthened with FRP | Vitanov, V. |
137 | Constitutive Laws of FRP-Reinforced Concrete Element under Pure Shear | Yang, G., Zomorodian, M., Belarbi, A., Ayoub, A.S., Acun, B. |
138 | Behavior of FRP Strengthened RC Elements with Carbon Fiber Anchors under Pure Shear | Yang, G., Zomorodian, M., Belarbi, A., Ayoub, A.S., Acun, B. |
140 | Nonlinear Static Pushover Analysis of Existing and CFRP Retrofitted RC Shear Wall Frame | Ajmal, M., Rahman, M.K., Baluch, M.H., Celep, Z. |
142 | Shake Table Tests of a Passive-Hybrid Isolation System | Yenidoğan, C., Uckan, E., Erdik, M. |
146 | Structural Health Monitoring and Strong Motion Networks in Istanbul | Cakti, E., Safak, E. |
148 | A cost-effective approach for a SHM system | Stoian, D., Stoian, V. |
151 | Nonlinear analyses of adobe masonry walls reinforced with fiberglass mesh | Giamundo, V., Lignola, G.P., Prota, A., Manfredi, G. |
157 | Effect of Concrete Casting Conditions on Strength of Reinforced Concrete Walls | Topçu, I.B., Uygunoglu, T., Güler, M. |
158 | Simplified modeling of FRP wrapping of rectangular cross-sections | Lignola, G.P., Prota, A., Manfredi, G. |
163 | Shear Strength of Composite Plate Girder | Samaaneh, M., Sharif, A. |
164 | Hydraulic calibration of water distribution networks based on ACO algorithms | Dini, M., Tabesh, M. |
165 | Rescuing the Sidi Rached Bridge | Petrangeli, M., Viskovic, A., Marcantonio, P.R. |
166 | Conservation of Historic Timber Roofs: Knowledge, Monitoring, Strengthening | Zamperini, E., Morandotti, M. |
167 | A full-scale loading test of a highway bridge in Finland | Lyöri, V., Kilpelä, A., Häkkinen, J., Kummala, O., Tirkkonen, T. |
168 | Structural Health Monitoring of Bridges | Webb, G.T., Middleton, C.R. |
169 | Behavior of FRP-Reinforced Concrete Slabs under Temperature and Sustained Load Effects | Bellakehal, H., Zaidi, A., Masmoudi, R. |
171 | Investigation of the fiber-optic strain sensors’ behavior under offshore conditions to create standards for reliable application | Habel, W.R., Schukar,V.G., Steinke, F., Basedau, F. |
180 | Effect of Shear-Span Corrosion on the Flexural Behavior of Repaired RC Beams | Elhuni, H.F., Soudki, K.A. |
182 | Columns strengthening by composites | Parvin, A ., Brighton D. |
183 | Punching shear strengthening of reinforced concrete slab-column connections using externally bonded CFRP sheets | Parvin, A., Mikolajczyk, M. |
186 | Development of Smart Sensor Formwork System toward High Quality Concrete Structures | Noguchi, T., Kitagaki, R., Nishijima, S., Yamamoto, H. |
187 | Creep behavior of RC slabs strengthened NSM CFRP laminate strips under different environmental conditions | Sena-Cruz, J., Silva, P., Fernandes, P., Azenha, M., Barros, J., de Sousa, C., Teixeira, T. |
190 | Structural Health Monitoring: Research and Practice | Del Grosso, A. E. |
191 | Wind Comfort Assessment of a Tall Building According to Various Structural Codes | Tozan,S., Güler, K., Erkus, B. |
194 | The influence of concrete mixture composition on the risk of plastic shrinkage cracking | Lura, P., Leemann, A., Di Bella, C. |
195 | Continuous dynamic monitoring of bridges and special structures: ongoing research at ViBest/FEUP | Cunha, A., Caetano, E., Moutinho, C., Magalhães, F. |
196 | Evaluation of natural vibration characteristics of a steel strutted-beam rigid frame bridge | Komuro, M., Kishi, N., Kawase, R. |
197 | Post-tensioning for rehabilitation of the in-plane behavior of structural masonry walls | Sadeghi Marzaleh, A., Weber, B., Pfyl-Lang, K., Motavalli, M. |
198 | Remote structural health monitoring for bridge expansion joints and bearings | Moor, G., Meng, N., O'Suilleabhain, C. |
199 | The seismic retrofitting of the Viaduc de Chillon, Switzerland | Spuler, T., Moor, G., Meng, N. |
205 | An innovative testing equipment for on-site stress measurement: an application to the monumental masonry building | Anania, L., Badala, A. |
207 | Clean masonry strengthening for inside application | Urban, M., Stempniewski, L., Karakale, V. |
208 | Rapid and comprehensive condition assessment of concrete bridge decks using a robotic system with integrated NDE | Gucunski, N., Maher, A., Ghasemi, H., Ibrahim, F.S. |
209 | Deterioration progression monitoring in concrete bridge decks using periodical NDE surveys | Gucunski, N., Parvardeh, H., Romero, F., Pailes, B.M. |
217 | Hybrid simulation of n old reinforced concrete viaduct based on nonlinear substructuring techniques | Abbiati, G., Bursi, O.S., Cazzador, E., Ceravolo, R., Mei, Z. |
222 | Nonlinear analysis of semi-rigid frames with rigid end sections accounting for shear deformations | Görgün, H., Çelik, S., Çelik, A. |
225 | Experimental evaluation of FRP-to-concrete bond strength in EBROG technique for strengthening concrete members | Hosseini, A., Mostofinejad, D. |
229 | Enhancing the Life Cycle of RC Structures and Validating Service Life Prediction Models | Saqan, E.I., Nagi, M.A. |
230 | Effect of confinement on damage in reinforced concrete frames subjected to different seismic levels | Van Cao,V., Ronagh, H. |
232 | The Selection of Earthquake Records for Pseudo Dynamic Tests of an old Highway Bridge | Yenidogan, C., Erdik, M., Paolacci, F., Alessandri, S. |
233 | Pseudo-dynamic test of an old R.C. highway bridge with plain steel bars - part I: Assessment of the "as-built" configuration | Paolacci, F., Giannini, R., Alessandri, S., Di Sarno, L., Erdik, M., Yenidogan, C., Ceravolo, R., Taucer, F. |
234 | Pseudo-Dynamic test of an old R.C. highway bridge with plain steel bars - part II: Investigation on the effectiveness of Yielding-based and FPS isolators | Di Sarno, L., De Risi, R., Paolacci, F., Marioni, A., Sartori, M., Taucer, F., Pegon, P. |
235 | Frequency domain-based distributed and dynamic optical fiber sensing in geotechnical and indsutrial monitoring | Nöther, N., Gili, O., Liehr, S., Lenke, P. |
237 | Structural Performance Monitoring of GFRP Reinforced Concrete Flat Slab Parking Garage | Ahmed, E., Benmokrane, B., De Blois, R. |
238 | Field Testing of Hybrid-Reinforced Concrete Bridge Decks in Quebec | Ahmed, E., Benmokrane, B., Crépeau, L. |
244 | Comparison of different techniques for the shear strengthening of glulam members | Widmann, R., Tannert, T., Frei, R. |
246 | Ultrasonic waves for health monitoring of composite structures | Gabbert, U., Duczek, S., Hosseini, S.M.H. |
247 | Health monitoring of a cable-stayed bridge considering the temperature change | Kim, Y., Cho, M.-W., Shin, S., Park, J.-C. |
248 | Research of Cable-sliding Friction Aseismic Bearing Application in Bridges | Zhong, J., Yuan, W.C., He, J.H. |
258 | Influence of milled waste glass as partial cement replacement on durability of recycled aggregate concrete in sulfate environment | Nosouhian, F., Mostofinejad, D. |
260 | Using Active RFID for Automated Workforce Tracking | Ison, P.J., Shahbodaghlou, F. |
263 | California Green Leadership in Roadway Design and Environmental Sustainability (RODES) | Behani, R., Shahbodaghlou, F., Motavalli, S. |
265 | The effect of earthquake damage on fire resistance of reinforced concrete portal frames | Behnam, B., Ronagh, H.R. |
266 | Feasibility study of vibration monitoring by using fibre Bragg grating sensors | Matsumoto, T., Matsumoto, Y., Yamada, S. |
271 | FRP Reinforced Concrete Slabs in Fire: A Parametric Analysis | Adelzadeh, M., Hajiloo, H., Green, M.F. |
272 | Experimental dynamic identification of strategic building structures under real seismic loading | De Stefano, A., Ceravolo, R., Matta, E., Quattrone, A., Zanotti Fragonara, L. |
274 | Testing of RC Bridge Columns Confined with Shape Memory Alloys | Shin, M., Andrawes, B. |
275 | Assessment of structural deformation and vibration of corrosion-damaged frame bridges under moving truck | Mohammed, A., Almansour, H. |
279 | An algorithm for extraction of cracks in concrete beams from images | Detchev, I.D., Habib, A.F., El-Badry, M.M. |
280 | Detecting and Quantifying Damage in Buildings using Earthquake Response Data and Capacity Curves | Dowgala, J., Irfanoglu, A. |
281 | Vibration Characteristics of Bogazici Suspension Bridge using Structural Health Monitoring Data | Apaydın, N.M., Zulfikar, C., Safak, E. |
282 | Comparison of fibre optic sensors and digital image correlation for strain measurement in reinforced concrete beams | DeRosa, D., Green, M.F., Hoult, N.A., Take, A.W. |
283 | Influence of defects of transverse stiffeners on condition of bridge plate girders | Kuzawa, M., Bien, J. |
293 | Predicting the Deflection of RC Beams Strengthened with FRP Laminates | Habibi, Z., Mousavi, R., Tavakkolizadeh, M. |
294 | Finite element modeling of thermal deformations in concrete beams reinforced with FRP bars | Zaidi, A., Masmoudi, R., Hamdi, B., Bouhicha, M. |
295 | Fiber Optical Scour Monitoring System for Subsea Oil Pipe Line | Zhao, X., Li, L., Yu, Y. |
298 | Performance of axially loaded concrete cylinders confined with SFRP materials | Faella, C., Napoli, A., Realfonzo, R. |
299 | Flexural response of RC beams strengthened by MF-FRP laminates: numerical modeling | Martinelli, E., Napoli, A., Nunziata, B., Realfonzo, R. |
300 | Seismic vulnerability assessment of SMA reinforced concrete bridge pier under near fault ground motions | Billah, AHM M., Alam, M.S. |
301 | Retrofitting masonry walls with carbon mesh | Suter, R., Bischof, P. |
302 | Finite element modeling for fatigue strengthening of metallic riveted bridges using un-bonded pre-stressed CFRP plates | Prinz, G., Ghafoori, E., Nussbaumer, A., Motavalli, M., Herwig, A., Fontana, M. |
303 | Shear Behavior of Engineered Cementitious Composite Structural Members | Varela, S., Saiidi M.S. |
306 | Assessment of long term chloride diffusion in real RC structures exposed to Persian Gulf region | Safehian, M., Ramezanianpour, A.A., Tahouni, S. |
309 | Durability of cracked reinforced concrete beams in chloride environment | Ramezanianpour, A.A., Ahmadi, B., Sobhani, J., Tabatabaei Aghda, T., Parhizkar, T. |
311 | Development of a Finite-Element Framework to Evaluate the Deterioration of RC Structures | Shafei, B., Alipour, A. |
314 | Analytical and Experimental Investigations of a New Hysteretic Damper for Seismic Protection of Bridges | Milani, A.S., Dicleli, M. |
315 | Microwave sensor technologies for structural health monitoring of infrastructure | Kharkovsky, S. |
316 | Inspection, testing and evaluation of reinforced concrete bridges in Turkey | Masoumi, F., Akgül, F. |
318 | Electric field in compressed concrete using the Electric Potential Sensor | Aydin, A., Dobbs, M.R., Reeves, H.J., Kirkham, M.P., Graham, B.C., Jefferson, I. |
319 | A pilot study for inspection, damage assessment and management of bridges in Turkey | Masoumi, F., Akgül, F. |
323 | Monitoring Suspension Bridges as an Asset Management Tool | Khazem, D.A., Serzan, K., Betti, R. |
326 | Innovating Infrastructure Planning, Financing, Engineering and Management | Aktan, A.E. |
329 | An Artificial Intelligence Approach to Objective Health Monitoring and Damage Detection in Concrete Bridge Girders | Al-Rahmani, A.H., Rasheed, H.A., Najjar, Y.M., Saqan, E.I. |
330 | Retrofitting of RC columns with inadequate lap splices, by means of external confinement | Chronopoulos, P.M., Tassios, T.P. |
332 | Prediction of Structural Behavior of RC Columns Confined with High Strength Steel Bars | Lee, J-Y., Moon, C-H., Lim, J-Y. |
345 | An Advanced Method to Estimate Damping Values from Long Term Measurements | Österreicher, M., Strauss, A., Bergmeister, K. Frangopol, D.M. |
346 | Assessing Foundation Scour Using the Dynamic Features of the Bridge Superstructure | Elsaid, A.H., Seracino, R. |
347 | Pultruded GFRP Square Hollow Sections (SHS) under Transverse Bearing Load | Wu, C., Bai, Y. |
348 | Performance of square concrete-filled FRP tubes versus steel reinforced concrete columns | Abouzied, A., Masmoudi, R. |
349 | Fiber Sensors Based System for Tunnel Linings’ Structural Health Monitoring | Loupos, K., Kanellos, G., Bimpas, M., Amditis, A., Bursi, O., Frontistou, S., Meisner, J., Bairaktaris, D., Kalidromitis, V., Griffoni, B., Orfanoudakis, A. |
350 | Corrosion rate measurements of steel in concrete - Evaluation of a new algorithm for analysis of galvanostatic potential transients | Nygaard, P.V., Klinghoffer, O. |
351 | Load rating and fatigue life assessment of old steel railway bridges: a case study | Salamy, R., Condron, K. |
352 | An Integrated Sensing System for Monitoring the Corrosion Activity in Concrete Blocks Exposed at Hangzhou Bay Bridge | Srinivasan, S., Basheer, P.A.M., Mao, J.-H., Jin, W-L., McCarter, W.J. |
353 | The effect of replacing steel reinforcements with GFRP on the torsional behavior of RC L-shaped beams | Saleh, A., Hamed, M., Deifalla, A., Ali, T. |
354 | Sustainable RCC Building Construction and Rehabilitation in Bangladesh: The Urgent Needs | Ahmed, M.Z., Islam, Md.K., Ameen, S.F., Serniabat, T.S. |
355 | Pre- and post-retrofit structural assessment of a fire-affected indstrial building strengthened with FRP materials. | Brancaccio, A., Serafini, R. |
356 | Experimental characterization of fiber optic sensors embedded in CFRP materials | Brancaccio, A., Di Sante, R., Donati, L., Bastianini, F. |
357 | Low Power Wireless Sensors Networks for Structural Monitoring in Transportation Tunnels | Bevan, H., Alhaddad, M., Wilcock, M., Soga, K. |
358 | Destructive and Nondestructive Evaluation of Corrosion of Reinforcing Bars in Concrete | Goksu, C., Ilki, A., Akkaya, Y. |
359 | Strain Hardening Cementitious Composites as Potential Strengthening Materials | Pekmezci, B.Y., Karadeniz, A.C., Yorulmaz, B. |
360 | Strength and Fracture Toughness of Fiber Reinforced Concrete | Söylev, T.A., Özturan, T. |
361 | Developments in Elastic, Strength and Interface Frature Properties of FR-Concrete Syystems | Gunes, O., Gunes, B., Lau, D., Buyukozturk, O. |
362 | Conventional and HPSFRCCs as Repair and Strengthening Materials | Sengul, O., Akcay, B., Sengul, C., Tasdemir, M.A. |
363 | Seismic Assessment of a School Building Constructed with AAC panels and experienced 1999 Kocaeli Earthquake | Ugurlu, K., Demir, C., Ilki, A. |
364 | Seismic Retrofit of Sub-Standard RC Columns with Embedded Aramid FRP Reinforcement | Goksu, C., Uzunhasanoglu, A., Seyhan, E.C., Ilki, A. |
365 | Performance-based evaluation of reinforced concrete buildings in Turksih codes | Celep, Z., Demir, F. |
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