| Acikgoz, Sinan |
Measurement errors in vision based displacement monitoring of masonry bridges |
1026-1033 |
| Akiyama, Mitsuyoshi |
Risk and Resilience of Civil Infrastructure Systems under Extreme Events |
8-19 |
| Alexakis, Haris |
Structural Health Monitoring of a masonry viaduct with Fibre Bragg Grating sensors |
1560-1567 |
| Allahvirdizadeh, Reza |
In-Plane Seismic Performance of Plain and TRM-Strengthened Rammed Earth Components |
924-931 |
| Almeida, José C. |
Life cycle costs. The importance of the users' costs |
986-993 |
| Alves, Ricardo Valeriano |
Structural Restoration and Reinforcement of Desengano Bridge |
1584-1591 |
| Amado, João |
Framework for the Management of a Large Stock of Earth Retaining Structures |
780-787 |
| Ambrassa, Elisa |
Seismic vulnerability assessment of masonry buildings through BIM |
1496-1503 |
| Antuña, Joaquín |
Displacements Needed for collapse in Masonry Arches |
579-586 |
| Anvari, Elnaz |
SSS.infra Guideline: a new quantitative tool for the performance assessment of civil infrastructure |
1520-1527 |
| Anžlin, Andrej |
Influence of local scour at multiple piers on the vibration characteristics of a bridge under seismic excitation |
869-875 |
| Avellan, Kari C. |
Extending Service Life Expectation by Restoration and Strengthening Concrete Structure of Åland Maritime Museum in Finland |
705-712 |
| Baddoo, Nancy |
Duplex stainless steel in infrastructure: applications, challenges and opportunities |
587-594 |
| Baron, Edward A. |
Assessment and identification of concrete box-girder bridges |
218-225 |
| Barris, Cristina |
A review on experimental flexural cracking in FRP reinforced concrete members |
88-95 |
| Basaglia, Alberto |
Define Urban Limit Conditions by Applying Performance Goals |
492-499 |
| Beconcini, Maria Luisa |
Influence of shear modulus and drift capacity on non-linear static analysis of masonry buildings |
876-883 |
| Bień, Jan |
Multi-level Classification of Bridge Defects in Asset Management |
1100-1107 |
| Biliszczuk, Jan |
SHM system vs. FEM model – comparison between measured and calculated data of a cable-stayed bridge |
1512-1519 |
| Bilotta, Emilio |
Experimental evidences of the effectiveness of some liquefaction mitigation measures |
682-689 |
| Binder, Fritz |
Prediction of chloride profiles and discussion of time variant alterations |
1250-1260 |
| Björnsson, Ivar |
Suitable degree of crudeness in engineering practice |
1592-1599 |
| Branco, Jorge M. |
Lateral Tests on a Two-Story CLT House |
969-977 |
| Brencich, Antonio |
A low-cost retrofitting technique for masonry arch bridges: experi- mental validation |
37-45 |
| Briseghella, Bruno |
Nonlinear Static Analysis by Finite Elements of a Fujian Hakka Tulou |
1140-1147 |
| Buch-Hanser, Thomas Cornelius |
Innovative green roof with high water retention and durability |
919-923 |
| Caddemi, Salvatore |
3D Discrete Macro-Modelling Approach for Masonry Arch Bridges |
1825-1835 |
| Carstens, Stefan |
Pull-Out Capacity of GFRP Connectors in the Edge Area of Precast Concrete Sandwich Walls |
1282-1288 |
| Caruso, Claudia |
Seismic risk assessment of an old RC frame-wall building in Lisbon |
1480-1487 |
| Caspari, Christian |
Influence of the local bond stress distribution of FRP rebars on the anchorage in concrete |
884-890 |
| Chen, Limu |
Deep Learning Based Active Monitoring for Anti-collision between Vessels and Bridges |
487-491 |
| Colombo, Alberto B. |
Inspection and Short, Medium and Long-Term Monitoring of a Historic Brazilian Bridge |
932-939 |
| Conde, Borja |
Uncertainty sources in the structural assessment of masonry arch bridges: a case study of a single-span stone arch bridge |
1766-1772 |
| Costa, Cristina |
Contributions for experimental and numerical characterization of the structural behaviour of stone arch bridges |
431-438 |
| Costa, Sérgio |
Transport Infrastructures and Asset Management in Portugal: Past, Present and Future |
1750-1757 |
| Croce, Pietro |
Evaluating the effect of climate change on snow load on structures |
666-673 |
| Dann, Markus R. |
Value of Information-Based Inspection Planning using a Population Approach |
1808-1815 |
| de Oliveira, Carlos Biscaia |
Brisa's Journey on Asset Management System Modelling |
327-332 |
| de Oliveira, Carlos Biscaia |
Brisa's model for life cycle performance monitoring and decision- making process |
333-337 |
| de Ulzurrun, Gonzalo S.D. |
Impact propagation effects along reinforced concrete beams |
825-832 |
| Doherty, Andy |
How will 'Digital Technology' change Asset Management in the railways? |
1-3 |
| Droogné, Didier |
Assessment of current design guidelines for vertical ties in relation to progressive collapse of RC structures |
226-235 |
| Duvnjak, Ivan |
Damage Detection in Structures – Examples |
471-478 |
| Dyvik, Steinar Hillersøy |
Design of freeform gridshell structures – Simplifying the parametric workflow |
507-514 |
| D’Antino, Tommaso |
Durability of glass FRP reinforcing bars: a state of the art |
611-618 |
| e Matos, António Campos |
"Autopista Urbana Siervo de la Nación" - Flyover at México City Lake Zone: The importance of design to achieve a sustainable infrastructure during ist life-cycle |
258-267 |
| e Matos, José Campos |
Final overview of COST Action TU1406 – Quality Control of Existing Bridges |
721-728 |
| Edwards, Liam |
A Sustainable Timber Footbridge Complementing an Historic and Sensitive Environment |
123-130 |
| Ek, Kristine |
Multi-criteria decision analysis methods to support sustainable infrastructure construction |
1084-1091 |
| Espinosa, Jorge Mendoza |
Value of site-specific information for the design of offshore wind farms |
1816-1824 |
| Faleschini, Flora |
Reliability analysis of carbonation for recycled aggregate concretes |
1346-1353 |
| Farrar, Stephen J. |
The 'Eco-Shed': An example of a domestic scale building constructed using the principals of the circular economy |
1636-1642 |
| Farrar, Stephen J. |
Towards a Code of Practice for the use of bio-based materials in construction |
1728-1733 |
| Fernandes, Hugo S. |
Protection Coating of Metal Bridges |
1277-1281 |
| Fernandes, João |
An infrastructure management system for railway bridges: overview and application to a case study |
168-175 |
| Ferrara, Liberato |
An Overview on H2020 Project "ReSHEALience" |
184-191 |
| Firouz, Reza Mohammadi |
Cementitious adhesives for NSM carbon laminate strengthening system with treated surfaces |
353-359 |
| Fujita, Masanori |
Bending test of a composite steel-timber beam jointed by bolts |
284-289 |
| Furinghetti, Marco |
Assessment of the Seismic Response of Isolated Bridges under extra- stroke displacement demands |
251-257 |
| Galmarini, Andreas |
Reconstruction of Wangduephodrang Dzong, Bhutan – protecting the heritage and improving earthquake resilience |
1338-1345 |
| Galvão, Neryvaldo |
Assessment of roadway bridges damaged by human errors using risk indicators and robustness index |
236-243 |
| Gebauer, Daniel |
Testing Existing Structures – Compressive Strength and Tensile Split- ting Strength of the Lahntal Bridge Limburg |
1619-1627 |
| Gedge, Graham |
Corrosion risk assessment for structures using BS EN ISO 9223 (2012) and BS EN ISO 9224 (2012) |
439-446 |
| Ghafoori, Elyas |
CFRP Strengthening and Long-Term Monitoring of an Old Metallic Roadway Bridge in Melbourne |
360-368 |
| Godart, Bruno |
The new French interactive Guide for Investigations on Structures |
1688-1695 |
| González, Arturo |
Numerical analysis of techniques to extract bridge dynamic features from short records of acceleration |
1148-1155 |
| Gowda, Chandan C. |
Torsional strengthening of thin-walled tubular reinforced concrete structures using NSM-CFRP laminates: Experimental work |
1712-1719 |
| Gribniak, Viktor |
A Novel Approach to Residual Stiffness Analysis of Flexural Concrete Elements with Composite Reinforcement |
46-51 |
| Grossinho, Andreia |
Railway Track Asset Management, from long-term vision to completion |
1322-1329 |
| Guimarães, Miguel |
Coura and Valença Bridges on Minho Railway line – old structures, updated performance |
455-463 |
| Haffke, Marcin M. |
Fire Tests on the Pre-cast Concrete Sandwich Walls with GFRP Connectors |
759-766 |
| Hajdin, Rade |
infFaros – Road Infrastructure Management System for Research and Practice |
853-860 |
| Hajdin, Rade |
Inspection of Existing Bridges – Moving on from condition rating |
940-947 |
| HAJJ DIAB, Mohammad EL |
A Scenario-Based Procedure for Structural Robustness Assessment |
107-114 |
| Halpern, Jenna R. |
Evaluating Existing Structures due to Adjacent Construction |
657-665 |
| Hiemer, Florian |
Retrofitted corrosion monitoring in cracked concrete of infrastructure buildings |
1386-1393 |
| Horvath, Arpad |
We Need More Accurate and More Useful Environmental Assessment of Infrastructure |
7 |
| Hou, Ning |
Research on cable safety based on monitoring data and time- dependent reliability |
1370-1377 |
| Infantes, María |
Determining the Best Pareto-solution in a Multi-Objective Approach for Model Updating |
523-530 |
| Inoue, Manabu |
Active protection system for Main cable of suspension bridge against HGV or Hazardous material fires |
131-137 |
| Isailović, Dušan |
The future of BIM and Bridge Management Systems |
1673-1680 |
| Ivanković, Ana Mandić |
Finding the link between visual inspection and key performance indicators for road bridges |
737-744 |
| Izadi, Mohammadreza |
Strengthening of steel beams using iron-based shape memory alloy (Fe-SMA) strips |
1528-1535 |
| Jiménez Alonso, Javier F. |
Probabilistic Finite Element Model Updating of Civil Engineering Structures: A Comparative Study |
1269-1276 |
| Johansen, Inger Lise |
Risk Acceptance Criteria for Extreme fjord Crossings |
1402-1409 |
| Johansson, Morgan |
Key aspects of digital image correlation in impact tests of reinforced concrete beams |
961-968 |
| Jones, Keith |
Cost-benefit analysis of liquefaction mitigation strategies |
447-454 |
| Jonge, Menno de |
Building the Present, Creating the Future |
20-27 |
| Juárez Ruiz, Lidia A. |
Building rehabilitation proposal from a sustainable and solidary approach |
338-344 |
| Kaklauskas, Gintaris |
Crack Spacing Model for FRP Reinforced Concrete Beams based on Stress-Transfer Approach |
464-470 |
| Kaklauskas, Gintaris |
Deformation and Cracking Behaviour of Concrete Beams Reinforced with Glass Fibre-Reinforced Polymer Bars |
500-506 |
| Kardon, Joshua B. |
Forensic Engineering: Risks of Performance-Based Engineering for Sustainability or Resilience |
775-779 |
| Katakalos, Konstantinos |
A novel loading arrangement to evaluate EB-FRP strengthening schemes |
52-63 |
| Katakalos, Konstantinos |
Numerical modeling of a resilient hinge (RH) for accelerated bridge constructions |
1164-1172 |
| Keçi, Julinda |
Infrastructure Public Private Partnership Implementation and Risk Management – Lessons from Albanian Approach |
900-911 |
| Kedar, Amir |
Developing case studies for implementing COST TU1406 Quality Control plan procedure for typical highway bridges |
531-539 |
| Keller, Mona L. |
Durability of GFRP Bars with Different Bar Diameters |
603-610 |
| Kifokeris, Dimosthenis |
The RISCONA system: constructability appraisal through the identification and assessment of technical project risks sources |
1696-1703 |
| Köhler, Jochen |
Risk and reliability based design – practical examples and challenges for standardisation |
1410-1417 |
| Kostura, Zak |
Necessity and Invention: Leveraging a Megaproject to Advance the use of Computational Design |
1108-1115 |
| Koteš, Peter |
Change of load-carrying capacity of real bridge structure due to modified reliability levels and planned remaining lifetime |
377-384 |
| Kouta, Tsuyoshi |
Probabilistic Design for Deteriorating Reinforced Concrete Structures with Time-Variant Finite Element Analysis |
1261-1268 |
| Kušar, Matej |
Quality control plan for road bridges – overview of COST Action TU1406 WG3 final report |
1298-1305 |
| Küttenbaum, Stefan |
Non-destructive testing in civil engineering: |
1132-1139 |
| Lai, Carlo G. |
Earthquake-induced soil liquefaction risk: macrozonation of the European territory taking into account exposure |
627-634 |
| Lajevardi, Sadegh |
Quality control index survey for railway bridge health monitoring |
1289-1297 |
| Lange, Jörg |
3-D-Printing with Steel: Additive Manufacturing of Connection Elements and Beam Reinforcements |
1836-1841 |
| Limongelli, Maria Pina |
Structural Health Monitoring for cultural heritage constructions: a resilience perspective |
1552-1559 |
| Limongelli, Maria Pina |
Toward the development of standardized procedures for structural health monitoring |
1720-1727 |
| Loewenthal, Lucy |
Chelsea Bridge - The assessment of a 1937 self-anchored suspension bridge |
392-399 |
| Lozano-Galant, Jose A. |
Modelling the Construction of Cable Stayed Bridges Stressed with the Strand by Strand Technique |
1058-1064 |
| Luczkowski, Marcin |
Digital workflows vs. spatial structures design |
563-569 |
| Lunabba, Torsten |
Fatigue accumulation comparison of simulated traffic flow and design loads |
713-720 |
| M Wood, Jonathan G |
Risk Identification and Remedials for Concrete Bridges and Buildings |
1428-1435 |
| Makhoul, Nisrine |
Performance-based assessment of Nahr Al-Fidar bridge |
1237-1242 |
| Malveiro, Joel |
Experimental validation of the FE model for dynamic analysis of a composite railway viaduct's deck slab |
697-704 |
| Mameng, Sukanya Hägg |
Duplex Stainless Steels as a Structural Material for Long Life Bridge Construction |
595-602 |
| Mascarenhas, Jorge |
Traditional techniques on masonry buildings that improve performance under seismic risk |
1742-1749 |
| Mendez-Galindo, Carlos |
Minimisation of maintenance-related disruption to bridge serviceability by the use of the right key structural components |
1042-1049 |
| Mendez-Galindo, Carlos |
Testing of key bridge components to ensure good life-cycle performance |
1628-1635 |
| Mendonça, Tiago |
Portal and cantilever sign/signal gantries – Inspection and retrofitting |
1243-1249 |
| Meslem, Abdelghani |
The LRG Software for liquefaction mitigation planning and decision support |
1681-1687 |
| Mironescu, Mircea |
New Specific Approaches In Romania Regarding The Code For Historic Building Structures With Respect To Multiple Hazard And Fracturing Theories |
1124-1131 |
| Modoni, Giuseppe |
Guidelines and codes for liquefaction mitigation by ground improvement |
810-817 |
| Morais, Maria José |
A proactive approach to the conservation of historic and cultural Heritage: the HeritageCare methodology |
64-71 |
| Morga, Mariantonietta |
Toolkit for resilience assessment of critical infrastructures to earthquake induced soil liquefaction disasters |
1704-1711 |
| Morgado, João |
The Development of Multi-Asset Performance Indicators for the Management of the Portuguese Road and Rail Networks |
1643-1650 |
| Muhammad, Zandy O. |
Monitoring of pedestrian patterns of an office floor under normal walking activity |
1079-1083 |
| Mylonas, Chrysostomos |
Conceptual Definition of a Megaproject Feasibility Analysis Method |
407-414 |
| Naranjo-Pérez, Javier |
Finite Element Model Updating of a Grandstand as Basis to Assess its Vibration Serviceability Limit State |
745-751 |
| Naranjo-Pérez, Javier |
A Hybrid UKF-MAG Algorithm for Finite Element Model Updating of Historical Constructions |
29-36 |
| Nasr, Amro |
A qualitative prioritization of the risks imposed on bridges due to climate change |
80-87 |
| Neves, Ana C. |
Application of a Model-free ANN Approach for SHM of the Old Lidingö Bridge |
200-211 |
| Nunes, Lina |
Towards an assessment tool of anobiid damage of pine timber structures |
1734-1741 |
| Obrien, Eugene |
Bridge Health Monitoring Using Accelerometer Responses to Passing Traffic |
311-316 |
| Oliveira Pedro, José J. |
New launching method of composite steel-concrete decks for replacing two bridges in Luxembourg |
1116-1123 |
| Oliveira Pedro, José J. |
Roadway Deck of a Marine Terminal Facility in Egypt |
1436-1443 |
| Olvera Ramírez, Berenice A. |
Reliability of a Bridge Subjected a Multi-Hazard: Scour and Earthquakes |
1362-1369 |
| Oneto, Mariana A. |
The evolution of the profile of bank branches infrastructure in four districts of the city of São Paulo |
1666-1672 |
| Orcesi, André |
Technological developments as an answer to bridge management challenges |
1611-1618 |
| Ostenfeld, Klaus H. |
New trends and requirements in bridge and structural engineering |
28 |
| Oukaili, Nazar |
On the Advantages in Sustainability of Structural Concrete Bubbled Deck Slabs |
1173-1180 |
| Pachón, Pablo |
Ambient Vibration Testing, Dynamic Identification and Model Updating of a historical bridge. |
152-159 |
| Pai, Sai G.S. |
Multi-fidelity modelling for structural identification |
1092-1099 |
| Palic, Sandra Skaric |
Different bridge maintenance strategies and life cycle costs: Comparison of costs in Croatia, Slovenia and the Netherlands |
556-562 |
| Park, Minseok |
Rate-Dependency Study of Reinforced Concrete Piers with Cyclic Loading Tests, Hybrid Simulations, and Shake Table Testing |
1330-1337 |
| Paroli, Luca |
Increase of the working life of expansion joints thanks to the use of innovative solutions |
849-852 |
| Pasca, Dag P. |
Assessment of the connection properties of a prefabricated wooden sandwich panel under static and cyclic loads |
244-250 |
| Patricio, Hugo |
Risk based approach in maintenance planning in the context of road and railway infrastructure |
1418-1427 |
| Pejovic, Jelena R. |
Seismic fragility assessment of RC high-rise buildings in Montenegro |
1472-1479 |
| Perdomo, Camilo |
Development of Fragility Curves for Multi-Span RC Bridges using Generalized Pushover Analysis |
548-555 |
| Pereira, Isabel |
Electrical Resistivity of Sustainable Fiber Reinforced Concretes for Smart Marine Structures |
649-656 |
| Perez, Isis |
Geometrical Characterization of Yucatan Churches |
802-809 |
| Petri, Micha B. |
Loko Oweto Bridges on the Benue River, Nigeria |
999-1005 |
| Pham, Lam |
Role of Maintenance in Reducing Building Vulnerability to Extreme Events |
1452-1457 |
| Pinheiro, Maria Manuel |
Infraestruturas de Portugal experience on developing a Strategic Asset Management Plan |
891-899 |
| Pistone, Elisabetta |
Continuous Monitoring System of Metro Lines to Assess Long-term Behaviour of Massive Train Wheels. |
425-430 |
| Polydorou, Efstathios |
Experimental study of deformations and vibrations of beams using Unmanned Aerial Vehicles |
690-696 |
| Popescu, Cosmin |
Optical methods and wireless sensors for monitoring of bridges |
1191-1198 |
| Póvoas, António |
Using a fully autonomous MSS to build the two largest High-Speed Railway arch bridges |
1781-1788 |
| Pucci, Alessandro |
Method for sustainable large-scale bridges survey |
1034-1041 |
| Pulatsu, Bora |
Discrete-continuum approach to assess 3D failure modes of masonry arch bridges |
570-578 |
| Qin, Jianjun |
Value of Information in Resilience Management of Infrastructure Systems |
1797-1807 |
| Ragni, Laura |
Dynamic identification and collapse assessment of Rubbianello Bridge |
619-626 |
| Ramírez, Rafael |
Structural performance of the church of São Miguel de Refojos |
1576-1583 |
| Rando, Mario |
Finansparken Bjergsted: an innovative timber-framed office building |
729-736 |
| Regalado E., Marck S. |
Evaluation of the Sustainability Level in Real Estate Buildings in the City of Lima, Peru |
674-681 |
| Reis, António |
Bridges and Structures: Design Practice and New Trends |
4-6 |
| Reuland, Yves |
Using data interpretation to enhance post-seismic decision making at urban scale |
1789-1796 |
| Rincón, Samuel Torres |
Incorporating Flexibility in Life-cycle Analysis of Infrastructure |
841-848 |
| Romo, Jose |
Conceptual Design of Bridges and Sustainability |
415-424 |
| Rosa, Inês C. |
Influence of elevated temperatures on the bond behaviour of GFRP bars to concrete – pull-out tests |
861-868 |
| Rossini, Marco |
Overview of AASHTO Design Specifications for GFRP-RC Bridges 2nd Edition: Toledo Bridge as Case Study. |
1214-1221 |
| Royes, Miquel Morata |
Intelligent, sustainable and integrated system of management of structures |
948-954 |
| Rutten, Ben |
Mode Specific Evacuation Planning in Infrastructure Risk Management |
1050-1057 |
| Ryjáček, Pavel |
The diagnostic techniques for the assessment of the historical steel bridges |
1651-1657 |
| Sabourova, Natalia |
Detection of Sparse Damages in Structures |
515-522 |
| Salvado, Filipa |
Aligning technical and financial management of public school buildings |
138-145 |
| Salvado, Filipa |
Performance indicators for cost-benefit analysis applied to investment projects |
1230-1236 |
| Samec, Vanja |
ALLPLAN Bridge - A new BIM tool tailored for Bridge Engineering |
146-151 |
| Sampaio, Alcinia Zita |
Analysis of BIM methodology implementation in structure projects |
192-199 |
| Santamaria, Monica |
Overview on performance predictive models – Application to Bridge Management Systems |
1222-1229 |
| Santiago, Sónia Santos |
Brisa Experience – Risk Assessment and Capital Investment Planning at Brisa |
317-326 |
| Santos, Sergio |
Reliability Evaluation of Structural Safety Factor Using a Global Resistance Approach |
1354-1361 |
| Schranz, Bernhard |
Ribbed iron-based shape memory alloy bars for pre-stressed strengthening applications |
1394-1401 |
| Sedlmair, Roman |
CFRP Strengthening of RC tensile members with stiff and soft adhesives |
369-376 |
| Sein, Sander |
Implementation of COST Action TU1406 Quality Control framework as a part of Bridge Management System in Saint Lucia |
833-840 |
| Sein, Sander |
Uncertainty in condition prediction of bridges based on assessment method – case study in Estonia |
1758-1765 |
| Sena-Cruz, José |
Behaviour of RC structures strengthened with prestressed CFRP laminates: a numerical study |
276-283 |
| Sena-Cruz, José |
Long-term structural and durability performances of reinforced concrete elements strengthened in flexure with CFRP laminates: a research project |
1006-1014 |
| Serdar, Nina N. |
Seismic risk assessment of RC curved bridges through fragility curves |
1488-1495 |
| Shoghijavan, Mohammad |
Optimum Design of Long-Span Cable-Supported Bridges Using Robustness Index |
1199-1206 |
| Silva, Ana Isabel |
Maintenance Management of Railway Bridges and Tunnels |
1015-1019 |
| Silva, Bruno Favoretto |
Structural Impacts of Nonconformity of Concrete in a Multi-Storey Building |
1568-1575 |
| Silva, Rúben |
Structural analysis of a stone arch bridge under incremental railway static loading |
1536-1543 |
| Silva, Talita L. |
Numerical assessment of shear connection for steel and concrete composite floors |
1156-1163 |
| Skokandić, Dominik |
Quantifying the Value of B-WIM: Assessing costs and benefits for Value of Information Analysis |
1314-1321 |
| Soares, Joel |
BIM Practical Application - New bugesera international airport (Rwanda) |
290-296 |
| Soares, José |
General approach to safety and risk management in bridge construction |
794-801 |
| Solarino, Fabio |
A review on wall-to-timber floor anchorages in URM buildings |
96-106 |
| Soley, Gisela |
Resilient System for a Conditioned Predictive Maintenance of Railway Infrastructure |
1378-1385 |
| Sousa, Helder |
An information value guide for infrastructure design and operation executives – fundamental idea & concept |
160-167 |
| Sousa, Helder |
A pro-active concept in asset management supported by the quantified Value of Structural Health Monitoring |
72-79 |
| Sousa, Hélder S. |
Use of BIM in rehabilitation and assessment of the built heritage: from the visible to the intangible |
1773-1780 |
| Stagnitto, Giuseppe |
An innovative approach for the assessment of masonry bridges based on two new limit analysis theorems |
176-183 |
| Stepinac, Mislav |
Decision analysis and scenarios for the assessment of existing timber structures |
479-486 |
| Strauss, Alfred |
Quality specifications and performance indicators for road bridges in Europe |
1306-1313 |
| Syrkov, Anton |
Bridge failures analysis as a risk mitigating tool |
304-310 |
| Tanner, Peter |
Robustness: a practitioner's perspective |
1444-1451 |
| Tej, Petr |
Segmented footbridge made of UHPFRC |
1465-1471 |
| Thöns, Sebastian |
Case studies for quantifying the value of structural health monitoring information: lessons learnt |
345-352 |
| Tian, Jingbo |
Judgement methods of fire resistance time of hybrid reinforced concrete beams |
955-960 |
| Timerman, Rafael |
São Vicente Suspension Bridge Rehabilitation and Cable Substituion |
1458-1464 |
| Torelli, Giacomo |
Functionally graded concrete elements composed of vertical layers of different mixes |
788-793 |
| Toumpanaki, Eleni |
Effect of bond in the development length of CFRP pretensioned beams |
635-642 |
| Turmo, Jose |
Models for Evaluating Shear Strength on Members with Circular Cross Section |
1073-1078 |
| Valenzuela, Matias A. |
Chilean Performance Indicator by region applied to road bridges |
400-406 |
| Varma, Rajendra |
Behaviour of laminar RC structures subjected to cyclic loading |
268-275 |
| Vasilyev, Alexander I. |
Management of risk of exceeding design loads for reinforced concrete highway bridges |
1020-1025 |
| Veljkovic, Ana |
Modelling the temperature effects at the interface between GFRP bar and concrete |
1065-1072 |
| Villarraga, Daniel F. |
Changeability as an alternative to traditional design |
385-391 |
| Vitanova, Marija |
Seismic Vulnerability Assessment of Multi Span Reinforced Concrete Bridges in Republic of Macedonia |
1504-1511 |
| Vogel, Maria |
Sustainability assessment of maintenance based on concrete – a systematic review |
1600-1610 |
| Wan, Keyang |
Forced Time-transient Response Analysis of Acoustic Emission Signals in Bridge Cables Based on Semi-Analytic Finite Element Method |
767-774 |
| Wang, Hongyang |
Life Cycle Cost Analysis of Two Structural Systems for Buildings |
978-985 |
| Wenzel, Helmut |
Guidelines and Recommendations from COST TU 1406 |
818-824 |
| Wu, Haoyan |
Effects of Median Strip Connecting Twin Bridges on Dynamic Performance |
643-648 |
| Yokoyama, Hiroshi |
A study on efficiency improvement of diagnosis in maintenance of highway bridge deck |
115-122 |
| Zahabizadeh, Behzad |
Development of cement-based mortars for 3D printing through wet extrusion |
540-547 |
| Zahabizadeh, Behzad |
The effect of loading direction on the compressive behaviour of a 3D printed cement-based material |
1658-1665 |
| Zampieri, Paolo |
Structural assessment of masonry arch bridges with settled supports |
1544-1551 |
| Zanen, Paul |
Lifecycle Quality Control of New Locks in a Public Private Partnership setup |
994-998 |
| Zanini, Mariano Angelo |
Assessing uncertainty in the computation of seismic failure rates due to record-selection process |
212-217 |
| Zdanowicz, Katarzyna |
Bond behaviour of chemically prestressed textile reinforced concrete |
297-303 |
| Zeybek, Fatih |
Innovative Construction Methods of Osmangazi Bridge |
912-918 |
| Zeybek, Fatih |
Operation and maintenance of Osmangazi Bridge |
1181-1190 |
| Zeybek, Fatih |
Osmangazi Bridge Structural Health Monitoring System |
1207-1213 |
| Zhelyazov, Todor |
Finite Element Modelling of FRP – Strengthened Structural Elements |
752-758 |
