Author Title of the paper ID
Saatci, S.Clarifying distinctive acoustic emission signal features of a steel fiber reinforced concrete beam by parameter analysis
279
Sabia, D.Smart reinforcement steel bars embedded with low-cost MEMS sensors for strain monitoring
320
Sadeghi Marzaleh, A.An experimental investigation into bond behavior of prestressed CFRP to steel substrate
68
Sahinkaya, Y.Assessment of axial behavior of HPFRCC members externally confined with FRP sheets
240
Saiidi, S.M.Analysis, Design, and Construction of SMA-Reinforced FRP-Confined Concrete Columns
39
Saito, Y.A basic research for track maintenance with track facility daily monitoring data
121
Sakurai, M.Optical and Acoustic Techniques for Crack Monitoring in RC Building Structures
45
Salat, T.Structural health monitoring of a “Stary most” bridge in Bratislava with novel FBG technology
150
Salli Bideci, Ö.The Effects of Engineering Properties of Waste Tires into Self Compacting Concretes
255
Samali, B.Millimeter Wave Imaging of Notches in Metal Specimens under Dielectric Coating Using Image Processing
285
Santandrea, M.Interfacial cohesive material law for SRP strips bonded to concrete
194
Santandrea, M.Stress - strain Response of Steel - FRP Confined Concrete Columns Determined by DIC
206
Santos Mendonça, M.G.Cement composites with graphite, graphite oxide and graphite - like for applications in sensors
301
Sarker, P.K.Bond strength of fly ash geopolymer with CFRP fabric after exposure to high temperature
232
Schiere, M.Development of FBGS-systems for Monitoring Purposes of large Timber Structures
79
Schmidt, J.W.Structural response of full-scale concrete bridges subjected to high load magnitudes
266
Schranz, B.Iron-based shape memory alloy strips, Part 2: flexural strengthening of RC beams
116
Sedlmair, R.Standardization approach for a new class of retrofitting systems
27
Sedlmair, R.Experimental and numerical study on the bond slip laws of adhesively bonded FRPs
93
Seguí Femenias, Y.Durability monitoring of reinforced concrete
292
Sena-Cruz, J.Recent contributions from UMinho and Empa on durability issues of flexural strengthening of RC slab with EB CFRP laminates
307
Senaldi, I.Seismic retrofit of cultural heritage buildings – when less is more
KNKB
Senouci, A.Behavior of Retrofitted Concrete Members Using Iron-Based Shape Memory Alloys
157
Senturk, M.An Experimental Study on Effects of Lap-Spliced Joint on Structural Behavior of RC Columns
283
Sentürk, M.Finite Element Analysis for Obtaining Structural Performance of Bridge Pier Interacting with Soil
284
Sezen, H.Probability based comparison of retrofit methods for existing nonductile concrete frames
124
Sezen, H.Review of Methods for Reinforced Concrete Column Retrofit
160
Sezen, H.Evaluation of Retrofit Methods for Reinforced Concrete Beams
161
Shahverdi, M.Iron-based shape memory alloy strips, Part 2: flexural strengthening of RC beams
116
Shahverdi, M.Iron-based shape memory alloy strips, Part 1: characterization and material behavior
118
Shahverdi, M.Feasibility of iron-based shape memory alloy strips for prestressed strengthening of steel plates
260
Shakibabarough, A.Automated Detection of Areas of Deterioration in GPR Images for Bridge Condition Assessment
200
Shariatmadar, De Backer, H.Fatigue strengthening of tubular X joint using un - bonded CFRP laminates
332
Shi, L.Prediction of mechanical properties of engineered cementitious composites using artificial neural network
131
Shidara, K.Study on monitoring technology focused on reinforcement cable for a fail-safe system
123
Shinoda, M.Remote vibration monitoring for scour detection of a railway bridge
166
Sichko, A.Review of Methods for Reinforced Concrete Column Retrofit
160
Sichko, A.Evaluation of Retrofit Methods for Reinforced Concrete Beams
161
Simsek, M.Architectural Approach and Design of the Restoration Project of the Seyh Süleyman Masjid
357
Singh, S.K, Dhang, N.Pre and Post Retrofit behaviour of an existing Railway Open web Steel Girder bridge
169
Siu, K.M.C.Rapid repairing mortar material for corroded reinforced concrete structure
54
Smith, I.F.C.Exploring the solution space in error-domain model falsification using classification algorithms
134
Smith, I.F.C.Usefulness of ambient-vibration measurements for seismic assessment of existing structures
162
Smith, I.F.C.Dynamic effects of cable rupture in a tensegrity structure
65
Sneed, L.Stress - strain Response of Steel - FRP Confined Concrete Columns Determined by DIC
206
Sneed, L.H.Internal and external transversal reinforcement interaction in RC beams strengthened in shear with externally bonded composites
35
Snned, L.H.Experimental behavior of a severely damaged RC beam-column joint repaired with FRCM composites
263
Somson, C.Functional properties of Fe-based shape memory alloys containing finely dispersed precipitates
239
Soyoz, S.Dynamic identification-model updating-seismic performance assessment of stone arch bridges
132
Spadaccini, O.Study of SPM monitoring improvement
196
Spadea, S.Design of CFRP pre-stressed double-tee girders and experimental behavior under service load
89
Standeker, J.Earthquake laboratory tests on balconies with thermal break elements (Schöck Isokorb)
203
Stempniewski, L, Walendy, B.Experimental and numerical study on the bond slip laws of adhesively bonded FRPs
93
Stempniewski, L. .Standardization approach for a new class of retrofitting systems
27
Sychterz, A.C.Dynamic effects of cable rupture in a tensegrity structure
65
Szlaszynski, F.Numerical simulations of medium and high freq uency elastic waves for damage detection in composite wind turbine blades
70
Słoński, M.DIC and numerical analysis of polymer flexible adhesive in composite-to-brick strengthening
180