| Acharya, Mahesh |
Seismic performance of a bridge pier reinforced with titanium alloy bars |
133-139 |
| Akaa, Obinna |
Application of Group Analytic Technique in the design decision-making process for a steel building in fire |
745-752 |
| Akutsu, Ayako |
Eddy current based evaluation of axial force of high-strength bolts |
45-53 |
| Almeida, Pedro |
Rehabilitation the União Bridge by stay-cable system |
88-93 |
| Almeida, Pedro |
The structural rehabilitation of the Costa e Silva bridge in Brasília, DF, Brazil |
638-646 |
| Annan, Charles-Darwin |
Attachment of a crash-tested traffic barrier to a new bridge deck design in aluminium |
390-395 |
| Araki, Hideo |
Seismic performance of circular columns from an existing RC building constructed in 1969 |
1257-1264 |
| Asakawa, Takeshi |
Resilience evaluation and recovery time estimation in multi-storey building models |
529-536 |
| Bajaj, Mayank |
Residual service life estimation of bridges |
984-991 |
| Barrantes, Francisco |
Hutt River pipeline bridge spanning across the Wellington fault |
513-520 |
| Barros, Helena |
Nonlinear models for design of circular RC columns under ultimate and service states |
1118-1125 |
| Bartsch, Helen |
Review of detail categories of lattice girder node joints of EC 3 |
428-435 |
| Bhowmick, Alok |
Development of Indian standards in EQ resistant design of bridges – past, present and future prospects |
1194-1204 |
| Birkner, Dennis |
Large-scale fatigue tests on prestressed concrete beams |
943-951 |
| Boediono, Bambang |
Properly designed expansion joint to ensure successful seismically Isolated Structures |
479-486 |
| Briseghella, Bruno |
Comparative study on seismic design and check of piers by Chinese and European Codes |
505-512 |
| Briseghella, Bruno |
Numerical analyses of joint with steel endplates, headed stud anchors and concrete cross-beam in continuous steel-concrete composite girder bridges |
237-244 |
| Briseghella, Bruno |
Numerical analyses on flexural performance of UHPC link slab- abutment backwall system in jointless bridges |
866-873 |
| Buddee, Samard |
Comparison between the previous and new earthquake design standards in Thailand |
1205-1213 |
| Burnton, Peter |
Kaimai Tunnel track slab assessment |
545-553 |
| Cantrell, Jared |
An earthquake resistant pier system for Accelerated Bridge Construction |
205-211 |
| Chen, Debao |
Experimental study of the steel-concrete connection in the hybrid girder continuous rigid frame bridge |
79-87 |
| Cremens, Olivier |
First operational ground floor building using load bearing 3D printed elements |
792-799 |
| Dakov, Dimitar |
Durability issues related to detailing links of steel crane runway beams to columns |
952-959 |
| Dong, Li |
Reassessment of the load capacity of an aged bridge under new design methods |
188-196 |
| Doremaele, Koen van |
Construction on Antarctica: Dismantling an existing wharf structure |
753-760 |
| Duan, Shukun |
A review of research progress on shear lag effect of bridges |
70-78 |
| Edwards, Liam |
Conceptual and parametric design of steel bridges |
800-807 |
| Elesawy, Alaa |
Structural behaviour of steel plate infilled outrigger wall system |
1265-1272 |
| Feng, Bowen |
Full-scaled experiment on flexural behavior of pre-tensioned prestressed bulb T-beam |
172-179 |
| Fordyce, Mike |
Development of Confidential Reporting on Structural Safety in Australasia |
783-791 |
| Frisk, Lis |
A structural analysis: Designing our way into sustainability |
1040-1047 |
| Fukushima, Takahiro |
A study on the damage development process of steel rigid frame bridge piers with rocking columns |
1175-1182 |
| Gedge, Graham |
Corrosion risk assessment for sheet piles in road environment – using ISO9223 dose response function and long term exposure samples |
976-983 |
| Godart, Bruno |
Recent failures of external prestressing grouted tendons: the paramount role of the HDPE duct |
775-782 |
| Harrewijn, T.L. |
Reverse engineering of existing reinforced concrete slab bridges |
140-147 |
| Hesselink, Bert |
BridgeDoctor, life cycle costs of bridges under control |
663-670 |
| Hidekazu, Yoshimatsu |
Load bearing performance of precast PC slab using rationalized joints |
679-686 |
| Horne, Paul |
Analytical modelling of controlled rocking connections in post- tensioned timber frames under combined seismic and gravity loading |
1230-1238 |
| Hou, Hetao |
Push-out tests of shear connectors for new fully assembled steel-concrete composite beams |
1024-1031 |
| Huber, Tobias |
Shear connection between precast concrete bridge segments built with thin-walled elements |
54-61 |
| Hwang, E.-S. |
Proposed evaluation methods for vibration serviceability of long span cable bridges |
327-334 |
| Hwang, Eui-Seung |
Load effects of overweight and oversize vehicle traffic on pavements and bridges |
1087-1094 |
| Imran, Iswandi |
Seismic performance of Greater Jakarta LRT with added lead rubber bearing using non-linear time history analysis |
487-495 |
| Isa, Masaaki |
Load bearing capacity of road illumination pole installed on bridges |
1134-1141 |
| Jakobsen, Svein Erik |
The E39 Bjørnafjord crossing, development and selection of bridge concept |
420-427 |
| Jeon, Chi-Ho |
Experimental study on PSC beams with various conditions of corrosion |
148-155 |
| Jian, Xudong |
Modal shape identification for short and medium span bridges using wavelet based vehicular sensing approach |
567-575 |
| Jiang, Dongqi |
Extending span ranges and accelerating construction of spread slab beam bridges |
229-236 |
| Jiang, Dongqi |
Machine learning-based failure mode identification of RCSPSW |
1150-1157 |
| Johannessen, Darby |
Long-term monitoring of a progressively deteriorating bridge to support safe operation |
927-934 |
| Kajita, Yukihide |
2-dimensional effective stress analysis for a damaged bridge located in the caldera of Mount Aso in 2016 Kumamoto earthquake |
1142-1149 |
| Kamino, Takuya |
Experimental study on mechanical behavior of combined joint using adhesives and high strength bolts |
1017-1023 |
| Kaneda, Takao |
Seismic retrofit of a truss bridge in Seto-Ohashi bridges |
125-132 |
| Kanjanun, Kitisak |
An overview of urban-bridge construction in Bangkok metropolitan area, Thailand |
164-171 |
| Kariyawasam, Kasun |
On the potential for using bridge natural frequencies to detect scour: an experimental study |
293-301 |
| Khan, Mahbub |
Finite element (FE) analysis of H-Beam – composite POSCO (P)-Box column joints with new inner diaphragms |
1289-1296 |
| Kim, Hyun-Joong |
Structural tests on 43- and 45-year-old pre-stressed concrete bridge for reinforcement effect of PSC-I girders reinforced by external strand tendons |
180-187 |
| Kim, Yong Chul |
Aerodynamic behavior of wind turbines with polygonal cross- sectional tower |
687-694 |
| Kite, Steve |
Navigation clearance evaluation and marine simulations for the planning of new bridge spans |
581-588 |
| Laggner, Thomas Markus |
Static analysis of high-rise concrete buildings with Holistic 3D models |
1336-1343 |
| Lampropoulos, Andreas |
Strengthening of reinforced concrete beams: RC versus UHPFRC layers |
589-596 |
| Laskowska, Ewa |
Degradation modelling of railway infrastructure |
935-942 |
| Lee, Baeg |
Study on climate change impacts of sea level rise on the Saemangeum Sea Dike using the EEMD method |
769-774 |
| Lei, Jun-Qing |
Mechanics analysis of long span railroad cable-stayed bridge under effect of vertical loads |
554-558 |
| Lieboldt, Matthias |
Resource consumption in construction as a global challenge |
992-999 |
| Loizias, Marcos |
Construction of the Lewis and Clark cable-stayed bridge over the Ohio River |
103-110 |
| Marioni, Agostino |
The bearings for the Bangkok Monorail: innovative concepts and fatigue resistance |
824-832 |
| Marioni, Agostino |
Two important bridges protected from earthquake by extremely big sliding pendulum isolators |
816-823 |
| Martin, Jim |
Design of multi-storey buildings for transportation |
1281-1288 |
| Mashal, Mustafa |
Full-scale experimental testing of Structural Concrete Insulated Panels (SCIPs) |
833-840 |
| Matejicka, Lubomir |
Ice-shedding and aerodynamic investigations of bridge cables with steel wire meshes |
94-102 |
| McHaffie, Brandon |
Enhancing the application potential of dissipative controlled rocking connections through detailing and design |
220-228 |
| McManus, Adam |
The caulfield to Dandenong Level Crossing Removal Project – An innovative, sustainable, congestion busting success. |
1032-1039 |
| McManus, Adam |
Design of segmental box girder bridges with match cast dry joints in Melbourne, Australia |
269-275 |
| Meier, Tobias |
Toughened 2K-epoxy adhesives: structural strengthening of steel structures |
898-902 |
| Mendoza, Carlos |
Reliability based performance assessment of a roadway bridge under seismic actions |
212-219 |
| Miura, Shinichi |
Verification of applicability of weathering steel based on long-term exposure tests in Vietnam |
968-975 |
| Miyachi, Kazuhiro |
Corrosion investigation of longitudinal direction of corroded main cable on an actual suspension bridge |
1000-1007 |
| Moriyama, Hitoshi |
One-sided repair of corroded steel girder end with high-strength bolted doubler plate and evaluation of its resiliency after the repair |
597-604 |
| Murari, Krishna |
Performance-based methodology for seismic assessment of code- conforming RC buildings |
1079-1086 |
| Murashev, Alexei |
Sustainability aspects of geotechnical engineering in New Zealand |
1056-1063 |
| Nakamizo, Daiki |
Structural design of an over-track building with mid-story isolation |
1304-1311 |
| Narita, Kenji |
Derailment probability of whole railway lines during an earthquake, considering the structure types of bridge, embankment and tunnel |
1126-1133 |
| Nicoletta, Benjamin |
Experimental fire performance of unloaded stay-cables for bridge infrastructure |
710-716 |
| Nicoletta, Benjamin |
The York-Arup cable experiments: Implications for the fire design of cable-supported bridges |
725-728 |
| Nogal, Maria |
Consideration of climate change-induced corrosion by structural codes |
1064-1070 |
| Noponen, Sami |
The replacement of the Uusi-Pitkälä underpass bridge |
576-580 |
| Novák, Balthasar |
Strengthening strategies of highway viaducts in Germany |
245-260 |
| Oura, Ryoga |
Analytical study on repair method for steel I-girder bridges with corrosion damage considering its structural system behavior |
382-389 |
| Ozola, Lilita |
Risk analysis in the design of timber portal frames with semi-rigid knee joints |
1104-1111 |
| Pacheco, Pedro |
Design of movable scaffolding systems for seismic events – A practical case |
1239-1246 |
| Pal, Biswajit |
Meso-scale study of notched and un-notched plain concrete beam under three-point bending |
890-897 |
| Papinutti, Mitja |
Wind self-excited force models suited for floating bridges |
412-419 |
| Peng, Yousong |
Steelframe reinforced plug joint towards seamless bridge deck |
358-365 |
| Piras, Sabina |
Connecting Auckland through innovative engineering solutions: the Northern Corridor Improvements Project |
37-44 |
| Pistoletti, Pierangelo |
Cable stayed bridge over the Crati river in Cosenza |
111-118 |
| Pistoletti, Pierangelo |
Railway lines of R.F.I. and Ferrotramviaria Crossing in Bari – "Adriatico" cable stayed bridge |
119-124 |
| Pitchforth, James |
Feasibility study for the Samal Island to Davao City Connector Project |
197-204 |
| Pritchard, Ross |
Proposal to transform "AS(AS/NZS) 5100 Bridge Design Standard" to "AS/NZS 5100 Bridge and Transport Infrastructure Design Standard" |
1095-1103 |
| Prozniak, Steven |
Alternative design for the replacement Cambridge Pipe Bridge |
14-20 |
| Rauch, Marion |
Wind turbine structures – recent developments regarding fatigue design |
841-848 |
| Rausch, Niclas |
Fatigue design using the structure stress concept for welded metal structures |
1071-1078 |
| Reddy, D. Harinadha |
Degradation of concrete elements under thermal and mechanical loads and its repair |
737-744 |
| Rhodes, Steve |
Highway traffic loading - AS5100 and NZTA Bridge Manual compared to international codes |
261-268 |
| Rice, Tom |
New Mexico City International Airport - Control Tower |
1183-1193 |
| Rizzo, Fabio |
Earthquake induced floor accelerations on a high-rise building: Scale model tests on a shaking table |
1312-1319 |
| Rizzo, Fabio |
Sustainable infrastructures: aeroelastic response of a pedestrian suspension bridge made of wood and hemp cables. |
1008-1016 |
| Rojas, Alvaro |
Proposal of technical specifications for the "arch-tied strengthening method" applied on medium span bridges |
695-702 |
| Routledge, Peter |
The Rakaia Gorge bridge deck replacement and seismic strengthening |
156-163 |
| Roy, BC |
Innovation & Fast Track Construction |
808-815 |
| Roy, BC |
Quality assurance and quality control to ensure durability |
960-967 |
| Sakai, Yuji |
Strategic bridge repair and its repair effect based on the damage tendency of the expressway viaducts |
630-637 |
| Sakamoto, Eisuke |
Study on mechanical properties of very low-strength concrete from an existing building |
1328-1335 |
| Salih, Arwin |
Darlington Upgrade Project – Bridge design for manufacture and assembly |
21-28 |
| Sanchez, Marcos Sanchez |
Mary Elmes Bridge. An urban pedestrian bridge, from concept to opening |
276-284 |
| Sanchez, Marcos Sanchez |
Rose Fitzgerald Kennedy bridge over the River Barrow. Design and Construction of a long span extrados bridge |
436-444 |
| Seiß, Sebastian |
A BIM-integrated graph database for the construction execution phase |
903-911 |
| Seng, Wong |
Case Study: the use of concrete prefabricated prefinished volumetric construction for two blocks of 40-Storey residential flats (the Clement Canopy), Singapore |
858-865 |
| Setareh, Mehdi |
Estimation of the dynamic properties of floors using Heel Drop Tests |
1297-1303 |
| Setareh, Mehdi |
Simplified models to represent human effects on floor dynamic properties |
1320-1327 |
| Setareh, Mehdi |
A study of ground reaction forces due to human movement |
1273-1280 |
| Siedziako, Bartosz |
Experiences from the wind-tunnel testing of the Hardanger Bridge section model |
335-342 |
| Singh, Harminder |
Sustainable practices for bridge structures |
1048-1055 |
| Son, Younki |
Analysis of economic efficiency for cable-stayed-suspension bridges based on structural applicability |
453-455 |
| Soppela, Sami |
Finding the optimum layout for cable-stayed bridge in conceptual design |
374-381 |
| Staen, Gilles Van |
Elastic-, inelastic and plastic buckling of curved shear webs in closed box girders with vertical stiffeners |
445-452 |
| Su, Di |
Evaluation of vehicular contact force on bridge joints by vibration responses and object detection |
396-403 |
| Su, Hang |
Experimental study on partial-combination method in continuous composite girder |
302-310 |
| Suryadi, Tri |
Effect of sliding pendulum isolator bearing to the structural performance of Becakayu Ahmad-Yani continuous span bridge |
1167-1174 |
| Tai Mak, Michele Win |
Assessment of corrosion-induced bond deterioration in reinforced concrete: towards a splitting crack-based approach |
62-69 |
| Takahashi, Yusuke |
Analytical study on evaluation of residual strength for steel-concrete composite girder bridge after fire |
729-736 |
| Takeya, Kouichi |
Calculation of influence line using regular traffic for improving bridge weigh-in-motion under variable vehicle speed |
366-373 |
| Tapley, Mike |
Facing construction challenges in constructing two bridges to provide access to Singapore’s new waste facilities |
456-463 |
| Taylor, Zachary J. |
Preventing the wind-induced vibration of arches during construction |
311-318 |
| Terenzi, Gloria |
Redesign of a dissipative bracing-based retrofit intervention for an earthquake damaged school building |
605-613 |
| Thienpont, Thomas |
Comparison of steel strength retention models for fire exposed concrete slabs |
717-724 |
| Tien Chong, Alecs Kak |
Creating parametric design workflows for rapid conceptual design and optioneering |
912-919 |
| Tortoriello, Miguel A. |
Timber bodies strength of materials: Fundamental principles, test specimens proposal |
1112-1117 |
| Traykova, Marina |
Laboratory tests on strengthening steel and concrete elements with high-strength concrete |
671-678 |
| Traykova, Marina |
Rehabilitation and strengthening procedures used for RC structures in Bulgaria |
703-709 |
| Tsioulou, Ourania |
Development of an innovative one part green concrete |
874-880 |
| Urushadze, Shota |
Resilience improvement of historical timber floors subjected to cyclic loading |
614-621 |
| Valenzuela, Matias A. |
Application of risk management system (GRDR) on Chilean tunnels La Pólvora and Subway Line 3 Santiago |
761-768 |
| Vereecken, Eline |
Using heterogeneous measurement data to update the corrosion degree in bridge girders |
350-357 |
| Vonco, Okuhle |
An approach to reduce concrete rework using Building Information Models |
920-926 |
| Waldin, Jeremy |
Recovering the Waiho – Emergency response and recovery of the Waiho River Bailey Bridge |
537-544 |
| Walther, Tino |
Site controlling in infrastructure projects by digital methods |
521-528 |
| Wang, Yong |
Experimental study on seismic performance of suspended ceiling components |
496-504 |
| Watson, Alistair |
Swan Street Bridge Upgrade – Widening a 70-year old bridge |
647-654 |
| Wencong, Li |
Axial Compression Behaviour of Concrete-Filled Double-Layer Steel Tubular Column |
1214-1221 |
| Wessel, Ronald |
Rehabilitation of bearings of a major earthquake damaged railway bridge |
655-662 |
| Wilden, Vera |
Experimental analyses of innovative wood-shear walls under seismic loads |
1222-1229 |
| Xu, Yongjia |
Real-time seismic damage prediction and comparison of various ground motion intensity measures based on machine learning |
1158-1166 |
| Yamaguchi, Takeshi |
Design of the Shintomei-Nakatsukawa Bridge - An extradosed bridge considering effect of large displacement due to a fault |
285-292 |
| Ye, Cong |
Challenges of implementing bridge model updating in industry practice |
464-470 |
| Ying, Wudang |
Mechanical behaviours of monitoring sleeved members with rigid ends at both core tube sides |
622-629 |
| Yip, Sammy |
Bataan-Cavite Interlink Bridge, Philippines – a new 32 km sea crossing |
29-36 |
| Yu, Gang |
Bridge asset management at Auckland Transport |
404-411 |
| Yu, Xiangmin |
Calculation and construction study for the Novel Twin-Deck Cable- Stayed Bridge with shared pylon |
343-349 |
| Zhang, Liye |
Analysis of Performance Evaluation Index for bridge group networking monitoring and collaborative supervision |
319-326 |
| Zhang, Xieli |
Experimental study on transverse stress of different forms of concrete bridge deck |
559-566 |
| Zhang, Y.F. |
A visual integration information platform for maintenance management of concrete structures based on information technology |
849-857 |
| Zhelyazov, Todor |
Numerical simulation of cracking in concrete using damage mechanics |
881-889 |
| Zisan, M. B. |
Evaluation of unbonded Strip-STRP bearing based on current design guidelines |
1247-1256 |
| Zucca, Marco |
On the seismic vulnerability evaluation of RC bridges exposed to corrosion |
471-478 |
