Aas-Jakobsen, Ketil |
Halsafjorden Suspension bridge on floating foundation. Design and CO2 emission. |
396-403 |
Aas-Jakobsen, Ketil |
Linking BrIM to BMS for bridges – concepts |
834-841 |
Anoop, Cini |
Designing World’s Tallest Statue for Wind: Statue of Unity |
752-759 |
Apte, Shantanu |
Making Sustainability as Core of Engineering Education |
1152-1161 |
Athira, V S |
Lime-red mud binders for repair of heritage structures and for CO2 sequestration |
666-672 |
Balla, Biswa Kumar |
Seismic Analysis of Integral Abutment Bridge – Comparison of Framed Abutment with Fixed Base and Hinged Base |
492-499 |
Bandyopadhyay, Nirmalya |
Adoption of Stainless Steel in Bridge Construction for Safety and Sustainability |
705-712 |
Behl, Ambika |
Use of Waste Plastic for Road Construction in Delhi NCR Region |
1253-1261 |
Bell, Brian |
Sustainable Bridges – Past and Future: Reflections on a European Project 2003 - 2007 |
690-698 |
Bhartiya, Priyanka |
Efficiency and Cost-Effectiveness of Ground Source Heat Pump for Five- Storied Office Building |
890-897 |
Bhaskar, Jaya Kumar |
In-Plane Behavior of Strengthened Unreinforced Masonry Infill Walls: Experimental and Numerical Study |
808-815 |
Bhattacharjee, Bishwajit |
Service-life and Sustainability of Concrete Structure in Tropical Condition |
1176-1184 |
Bhattacharyya, Runal Kanti |
Case Study On Re-Use Of Dismantled Concrete Drain In A Highway Widening Project Of India |
1278-1286 |
Bhowmick, Alok |
CROSFALL – A knowledge sharing newsletter to create a safer built environment |
867-872 |
Bhowmick, Alok |
Independent Design Checking of Brahmaputra Bridge, Guwahati - Sharing Experience & Lessons Learnt |
156-163 |
Bhowmick, Alok |
A new IRC Guideline for Design, Construction and Maintenance of Extradosed Bridges in India |
1451-1458 |
Biliszczuk, Jan |
Innovative bridge structures recently built in Poland |
134-142 |
Bob, Corneliu |
Different Approach of the Construction Sustainability |
1612-1617 |
Brand, Julia |
Femtosecond pulse laser cleaning of Makrana marble and semi- precious stones for the preservation of the Holy Samadh |
372-379 |
Buddee, Samard |
The Evolution of the Indian Standard IS 1893 Focusing on Base Shear Values of Seismic Forces for a Forty-Three-Storey Reinforced Concrete High-Rise Building Using the Response Spectrum Method |
219-226 |
Červenka, Jan |
Is Nonlinear Analysis Becoming a Standard Tool for Design and Assessment of Reinforced Concrete Structures? |
1585-1592 |
Chakraborty, S. S. |
Engineering Solutions for Sustainable Development |
21-33 |
Chattopadhyay, Suman |
Bridges – A catalyst as well as a driver for sustainable development |
969-977 |
Chechani, Pranjal V. |
Studies on the microstructure of carbon dioxide sequestered cement paste |
1357-1363 |
Chenfei, Wu |
Numerical modeling of rigid frame suspension composite bridge |
801-807 |
Cheng, Peng |
Seismic performance of rigid-frame suspension composite bridges |
792-800 |
Chirdeep N R |
Seismic Resilience Assessment of Aging Highway Bridge Considering Climate Change Effects |
1395-1403 |
Christensen, Randi M. |
Different strategies for setting requirements for sustainability |
313-321 |
Collings, David |
An Update on Carbon Footprint of Bridges |
991-998 |
Coward, Andy |
MINIMASS: a new approach for low-carbon, low-cost 3D printed concrete beams |
535-542 |
Curbelo, Alberto |
Structure of the new movable railway bridge on Pamban island |
164-171 |
Das, Anupam |
Construction of New Brahmaputra Bridge & Road works near Tezpur- an insight… |
1321-1329 |
de Meijier, F. |
Design and construction staging of a 300m steel bridge renovation |
1303-1311 |
Decker, Marion |
A comparison of the resource-efficiency of different reinforcement concepts motivated by tunnel segments |
404-410 |
Dette, Grischa |
Sustainability by Integration of Existing Structures into new Infrastructures |
620-629 |
Dommes, Christian |
Experimental and analytical investigations on the shear capacity of prestressed concrete bridges |
209-218 |
Duarte, Jose R. |
A Holistic Digital Design Approach for a Metro Project in Portugal |
552-559 |
Ekstrom, Daniel |
Structural performance assessment of post-tensioned concrete beams by embedded continuous fibre optics |
1216-1224 |
Erven, Maren |
Material efficient WAAM Steel Construction Details |
543-551 |
Fanigliulo, Francesco |
Structural Rehabilitation of Viaduct Cernicchiara |
954-960 |
Francis, Ann |
A sustainable roadmap for affordable housing in India. A benchmarking approach to achieve the SDGs |
1618-1625 |
Francis, Jithu G |
Case study using Non-Linear Finite Element Analysis for Assessment of Slutchers Lane bridge |
172-181 |
Gervásio, Helena |
Code of practice for sustainable structures |
60-67 |
Ghosal, Mainak |
A Case Study on the Performance Based Enhancement of Cementitious Systems through Sustainable Nanomaterials |
1185-1189 |
Ghosh, Chinmoy |
Advantage of 4th Generation Modular Joint from life cycle cost point of view – a case study |
1497-1504 |
Ghoshal, Amitabha |
Long-Term Sustenance Issue of Cables for Cable-Supported Bridges |
124-132 |
Gorai, Amit Kumar |
Condition Assessment and measures to Repair and Retrofit Baghajatin ROB, Kolkata |
1521-1528 |
Guomin, Deng |
Research on creep and shrinkage effects of steel-concrete-Ultra-High Performance Concrete (UHPC) composite structure under different construction methods |
770-777 |
Gupta, Satyam |
83.92 m Wide Rail Over Bridge – Chipiyana, Gautam Buddha Nagar, UP, India |
1039-1047 |
Gupta, Shailly |
Understanding social engineering and disaster resilience of the rural roads sector for sustainable development |
266-273 |
Gupta, Vinay |
Indian Institution of Bridge Engineers (IIBE) for Sustainable Construction of Bridges |
1262-1267 |
Gupta, Vinay |
Underground Metro: A Solution for Sustainability |
713-717 |
Haghani, Reza |
Restructuring Construction Thinking for Urban Material Reuse |
1113-1119 |
Hajdin, Rade |
Digitalization of bridge inventory via automated generation of BIM models |
825-833 |
Hajek, Petr |
Changing Climate and Sustainability of Built Environment |
34-39 |
Heggade, V N |
Construction aspects of cable stayed and extradosed bridges in new Indian guidelines |
1476-1485 |
Henriksen, Jesper |
Experience as Incentive: Promoting Sustainable Urban Mobility Through Bridge Design |
978-984 |
Hicks, Stephen J. |
The Second Generation of Eurocode 4 |
882-889 |
Immanuel, Sophia |
Flexural Behaviour of Carbon Textile Reinforced Concrete (CTRC) Panel |
1547-1553 |
Jain, Sanjay |
First Time Use of LRB for Seismic Isolation of a Major Bridge in India - A case study |
727-734 |
Jaiprasad, R. |
Sustainable and resilient structures |
926-933 |
Jakobsen, Svein Erik |
Development of extraordinary suspension bridge solutions for Sulafjord in Norway |
436-444 |
Jangi, Anoop Singh |
Designs and associated carbon footprint – showcasing Mumbai Trans Harbour Link |
961-968 |
Javad Mohseni, Seyed Mohammad |
Verification of reinforced concrete D-regions designed with strut-and- tie models by nonlinear FE-Methods |
1424-1432 |
Jensen, Poul Ove |
Bridges as Built Heritage: Preservation, Reimagination, Transformation |
631-639 |
Jensen, Poul Ove |
Lessons in Remote Infrastructure: Connecting People and Landscape to Promote Economic Vitality & Create Social Value |
100-107 |
Jensen, Poul Ove |
Mobility Architecture as a Driver of Social Sustainability Outcomes |
917-925 |
Jensen, Poul Ove |
Structure as Symbolism: Pylons as Tools for Cultural Expression in the Asia-Pacific Region |
1245-1252 |
Jian, Xudong |
A robotic and automatic solution for identifying frequencies and high- resolution mode shapes of bridge structures – an experimental study |
1137-1143 |
Johansson, Niklas |
The Sheaf: Expressive Geometry Through Collaborative Computational Design and Low-Tech Construction Methods |
1568-1575 |
Joo, Mohammad Rafiq |
Functional Seismic Resilience of Reinforced Concrete Building Conforming to Indian Standards |
248-256 |
Joshi, Sachidanand |
Bridge Management Analytics Focused On Sustainability And Economic Growth |
381-387 |
Joshi, Sachidanand |
GABM - Empowering the Micro Bridge Inventory Owners |
842-849 |
Joshi, Sachidanand |
Integration of BrIM in Bridge Management - Enhanced Predictive Functionality |
1105-1112 |
Kamal, K |
3D Printed Sandwich Structural Decks of Dual Corrugate Sheet with Mid Shear Layer (DCMSL) as Core Profile |
560-566 |
Kangoo, Harris Showkat |
Effects of Moisture Ingression In Building Envelope Through Moisture Index (MI) And Wind Driven Rain Index (WDRI) |
1636-1643 |
Kaspa, Mallikarjun |
Experimental Analysis on The Sustainable Effects of Magnetic Water in Self Compacting Concrete With Partial Replacement of Constituent Materials |
293-302 |
Khan, Ekhlaq Ahmed |
Mumbai Trans-harbour Link - A leap over Sea |
1312-1320 |
Kjellgren, Alexander |
Opportunities in Civil Projects with Artificial Intelligence |
1207-1215 |
Kozak, Nikolai |
Influence of endurance of stud shear connectors on the reliability of steel-concrete superstructures of road bridges |
1096-1103 |
Krishna, Prem |
Features of Guidelines for the Design of Cable Supported Bridges to Resist Wind & Seismicity |
1469-1475 |
Kumar, Hari |
Multi-faceted Approach to School Earthquake Safety in Westernmost Nepal |
1009-1017 |
Kumar, Manish |
Development of low-cost seismic isolators using scarp rubber tyre pads for sustainable disaster mitigation |
1145-1151 |
Kumar, Manoj |
Water transport properties and Life Cycle Assessment of low-grade fly ash based cementitious materials |
303-312 |
L. Larose, Guy |
Wind Tunnel Testing and Aerodynamic Consulting for Indian Bridges Today |
462-463 |
lakavath, Chandrashekhar |
Classifying Failure Modes of Ultra-High-Performance Fiber Reinforced Concrete Fracture Beams Using Acoustic Emission Technique |
1554-1560 |
Larose, Guy L. |
Addressing Climate Resiliency in Long Span Bridges Through Early Stage Aerodynamic and Climate Consulting |
237-238 |
Lehning, Thomas |
Sustainability and Innovation in Design of Major Bridge Substructures |
388-395 |
Li, Zhen |
Experimental study on dynamic characteristics of rubber sand mixtures |
183-190 |
MacKenzie, David |
Upgrade & Retrofit of Existing Infrastructure & How it Contributes to Sustainability to Extend the Service Life of Structures |
52-59 |
Maharjan, Shreenij |
Sustainable Design and Construction of Bridge – Case Study of Design of Arch Bridge in Nepal using Multi-Criteria Decision Analysis |
681-689 |
Mahrenholtz, Christoph |
Gap filler to eliminate the hole play between base plate and channel bolts installed in anchor channels to sustain higher seismic loads |
191-200 |
Majumdar, Santanu |
Implementation of controlled flexibility as a seismic strategy towards building sustainable infrastructure in India |
1225-1232 |
Manandhar, Shakil |
Comparative Study of the Statistical Methods of Fragility Curve Generation |
1058-1063 |
Maślak, Mariusz |
Revitalization of the historical bridge over the Mała Panew River in Ozimek – the oldest chain suspension grey cast iron river-crossing on the European continent |
339-346 |
Menon, Arun |
Sustainable Development Goals and the Debate of Demolition Versus Conservation of Built Heritage in a Developing Economy |
40-51 |
Mishra, Pankaj |
Image analysis of concrete surface for investigating the influence of aggregate distribution and load induced damage on the chloride permeability of concrete measured using RCPT (ASTM C1202) |
1364-1376 |
Miśkiewicz, Mikołaj |
Sustainable development requires risky decisions - problematic 300 ton overweight transport passing a bridge |
674-680 |
Miyachi, Kazuhiro |
Experimental corrosion investigation of untreated suspension bridge main cables |
1191-1198 |
Mody, Nirav V. |
Construction of the Multi-span Cable Stayed Bridge at Ambhora, near Nagpur, Maharashtra |
719-726 |
Mody, Nirav V. |
Design of Multi-span Cable Stayed Bridge at Ambhora, near Nagpur, Maharashtra |
143-149 |
Mody, Nirav V. |
Innovative solution for an Extradosed bridge over river Beas in Hilly Terrain of Himalayas |
428-435 |
Mody, Nirav V. |
Optimal Solution for shallow tunnel at Dwarka expressway |
1048-1056 |
Mokha, Anoop S. |
Seismic Isolation Design for Achieving Post-Earthquake Functionality |
1331-1338 |
Morava, Bujar |
488 University Avenue - Toronto: Redefining possible in the vertical expansion of buildings |
760-768 |
More, Sachin |
Double-Decker - Nagpur Metro Flyover with Spine & Wing Superstructure |
735-743 |
Mortagi, Mohamed |
Influence of Design Practices and Climate Change Effects on the Seismic Fragility and Life-Cycle Cost of Highway Bridges |
257-265 |
N, Sooriya lakshmi. |
Thermal Performance of Sandwich Wall Panels With Core Insulating Material |
517-524 |
Nayaka, Ramesh |
Performance Evaluation of Off-Site Construction Method for Mass Housing Projects using Building Information Modelling (BIM) Approach |
1233-1243 |
Nirmal, Sanjay Kumar |
Sustainable and Green Construction Technologies in India |
1404-1412 |
Ojha, P N |
Mechanical Performance of Ultra-High Performance Concrete for Bridge Applications |
1433-1440 |
Olipitz, Michael |
Disruptive change in mineral building materials - high-performance prefabricated elements made of UHPC for circular buildings |
583-594 |
Pal, N. C. |
Sustainability of Heritage Structures: Conservation Issues & Challenges |
950-952 |
Palmisano, Fabrizio |
The Practice of Forensic Structural Engineering in IABSE Member Countries: preliminary review of survey 2022 |
92-99 |
Pant, Sanjay |
Approach to Sustainability in Built Environment |
68-84 |
Parida, Lukesh |
Machine Learning Based Optimization Techniques for Predictive Strength of High Performance Concrete: Enhancing Sustainable Development |
567-572 |
Pawar, Vikram |
Conservation of caves cut in volcanic breccia, Jogeshwari, Mumbai |
356-362 |
Pekoll, Oskar-H. |
How an Architectural Gem from 1900 Became “Building of the Year 2020”: Alter Wall 2-32 at the Heart of Hamburg, Germany |
363-371 |
Pfutze, Christian |
Replacement of gypsum plasterboard with sustainable secondary raw material composition |
612-619 |
Piątek, Bartosz |
Bridge construction using decommissioned wind turbine blades as a poverty alleviation centric technology: possibilities and implementation example |
908-916 |
Piątek, Bartosz |
The smart FRP panel for bridge redecking – development and experimental validation of "panel – panel" and "panel – girder" connections |
1087-1095 |
Pradhan, Eric Man |
Sandwich panels with bio-based core of wood fibre insulation |
201-208 |
Pradhan, Shrey |
Effect of Vertical Irregularities on Buildings in Different Seismic Zones of India |
1561-1567 |
Prasad, P V V S S Ravi |
Design and Analysis of Hybrid Cable-Stayed Bridges: A Comprehensive Study |
1486-1495 |
Proksch-Weilguni, Clemens |
Butt-jointed reinforcement bars in the longitudinal joints of tunnel segments: Experimental investigation |
778-784 |
PS, Rahul |
Climate Change: Latest on the Wind Speed at the Coastal Regions of India |
239-247 |
Quang, Minh Tran |
Effect of bridge foundation stiffness on dynamic behavior of bridge structure |
500-507 |
Rao, Pydi Lakshmana |
Life Cycle Cost Analysis and Use of Continuously Reinforced Concrete Pavement (CRCP) in the Bharatmala Pariyojana Project |
1626-1635 |
Rapp, Ludovic |
Femtosecond pulse laser cleaning for the preservation of the Sydney Harbour Bridge |
347-355 |
Raturi, Saurav |
1D Consolidation of Soil at Sumari Uttarakhand Considering Variable Compressibility |
1529-1535 |
Reich, Stefan |
Mechanical behavior and load-bearing capacity of components made from sustainable lime-paper material |
604-611 |
Rempling, Rasmus |
The need for research and innovation to facilitate upscaling of low-carbon concrete |
1199-1206 |
Rettinger, Martin |
Material Selection for Minimum Carbon Footprint in Structural Design |
283-292 |
Romo, Jose |
Designing on Existing Bridges: A Paradigm of Sustainability Applied to Civil Engineering |
117-123 |
Roy, B C |
Embodied Energy and Urban Infrastructure: Mitigating Impact of Climate Change |
1386-1394 |
Roy, B. C. |
Innovative Solution to Urban Infrastructure: Special Solution to Conventional Structure Planning |
1594-1602 |
Roy, Bidhan Chandra |
Conservation discourses in technical education, India |
640-648 |
Roy, Bidhan Chandra |
Poverty Alleviation: Habitats and Infrastructures for the Under Privileged |
942-949 |
Ruff, Daniel C. |
Bridge Cables – Non-Desctructive Testing |
785-791 |
Rus, Laurent |
Failure Analysis: Shallow and Deep Causes Assessment Methodology |
1378-1385 |
Ryjáček, Pavel |
Methods for ensuring the sustainability of steel heritage bridges |
331-338 |
S, Saju |
Role of Artificial Intelligence in Sustainable Bridge Design |
1128-1136 |
Sachin |
Net Zero implementation on transportation projects |
985-990 |
Sanchez Jimenez, Jose Luis |
Mechanisms for new lifting railway bridge on Pamban Island, India |
453-461 |
Sanders, Paul |
Sustainable Solutions for Major River Crossings in Bangladesh |
1268-1276 |
Saravanan, T. Jothi |
Deep vision-based stone deterioration assessment of Indian heritage structures using synthetic and real-time environment |
934-941 |
Sarfaraz, Aamna |
Studying the effect of vertical irregularities on the seismic vulnerability of setback buildings using Linear and Non-Linear methods |
1576-1584 |
Schellenberg, Kristian |
Extending the life of a historical Bridge through UHPFRC |
858-865 |
Schmedes, Sven |
Sustainable development of sports stadiums |
1162-1167 |
Sengupta, Sumantra |
Design of Tall Railway Bridges in North Eastern States, India |
1287-1294 |
Setareh, Mehdi |
An Evaluation of Human Bouncing Force Excitation |
1064-1071 |
Setareh, Mehdi |
Study of A Monumental Stair Susceptible to Excessive Vibrations Due to Human Movements |
744-751 |
Shahzad, Summer |
Steel Fibre Reinforced Concrete for Sustainable Construction |
322-329 |
Shankar, S Ravi |
Modular Steel Panel Bridges for Optimal Emergency Response to Distressed Bridges on National Highways in India |
274-281 |
Sharma, R. |
Continuous Galvanized Rebar for Corrosion control in RCC structures |
1652-1655 |
Sharma, R. |
Protecting Reinforced Concrete Structures with Thermal Sprayed Zinc Anodes |
1645-1651 |
Shichun, Zhang |
A longitudinal isolation system with elastoplastic cables for single-tower cable-stayed bridges |
483-491 |
Shrivastava, A. K. |
Precast PSC Segmental Girders – An overview of failures during construction based on some case studies |
1414-1422 |
Shukla, Abhiram |
Environmental assessment of road construction projects in India: A novel approach |
411-419 |
Siddique, Sabbir |
Seismic demand assessment for 20km long Elevated Expressway in Chattogram, Bangladesh |
150-155 |
Siebert, Barbara |
Sustainable facade constructions |
898-906 |
Siebert, Dorina |
Influence of train composition on crack propagation at structural components of welded railway bridges |
227-235 |
Siebert, Geralt |
Improving of (energy) performance of existing (heritage) buildings |
649-656 |
Singh, Tejyas D. |
Preservation of heritage masonry structures: Assessing compatibility of consolidative treatments on Fired Clay Bricks |
657-665 |
Singla, Deepak |
Construction of 4-Lane Signature Bridge between Okha and Beyt Dwarka in Gujarat State |
1030-1038 |
Singla, Deepak |
Design and Construction Challenges-Extradosed Bridge over River Hatania Doania in West Bengal |
1536-1545 |
Singla, Jatin |
Residual Fatigue Strength Assessment & Rehabilitation of Rajendra Setu, Mokama, India-Case Study |
1295-1302 |
SINHA, Naresh K. |
Towards Attaining Sustainable Development Goals in Design and Construction of Highway Bridges – A Critical Review |
108-116 |
Sofi, Fayaz Ahmad |
Flexural Behavior of Perforated Steel Beams with Multiple Web-Corrugations and Openings |
1339-1347 |
Srivastava, Shivam |
Current Knowledge, Challenges, and Facilitating Factors from the National Survey on Sustainability in the Building and Construction (B&C) Sector |
1168-1175 |
Sun, Chenglin |
Research on Concrete Box Girder Bridge Widening Based on Spatial Grid Model |
699-704 |
Sundaram, B. Arun |
Evaluation of longitudinal forces on substructure of railway bridges due to increased axle loading and speed through full scale field investigations |
1513-1520 |
Surati, Venkateswararao |
Semi Integral Structures - Mauritius Light Rail Transit System |
1505-1512 |
Syed, Ahmed Usama |
Effect of Slenderness on the Design of FRP reinforced Concrete Columns |
574-582 |
Tandon, Mahesh |
The New IRC Guidelines for Cable Stayed Bridges in India |
1459-1468 |
Tandon, Mahesh |
Underground Metro Projects-Structural Engineering Challenges |
1018-1029 |
Terwel, Karel |
Mapping structural engineering strategies for sustainable development |
595-603 |
Thusoo, Shreya |
Proposed Seismic Design Methodology for Steel Pier-Pile Integrated Structure Considering Dynamic Soil-Pile Interaction and Ductility Performance of Elongated Members |
474-482 |
Tikam, Harshal |
A roadmap for implementing integrated asset management for sustainable water Infrastructure in India |
1603-1611 |
Torrico, Javier |
Cable replacement of Fernando Reig Bridge in Alcoy, Alicante |
1000-1008 |
Untermarzoner, Franz |
New modular construction method for multi-span concrete bridges with reduced material consumption |
86-91 |
V, Arun K |
Innovative Box girder having Footpath at Bottom of Box girder by Cantilevering Soffit slab |
420-426 |
Valenzuela, Matias A. |
An Overview of the BIM implementation on Chilean Bridges |
850-857 |
Vanova, Patricia |
Analysis of a cross-section of a steel-concrete composite beam |
1072-1079 |
Voleti, Sai Anoop Aditya |
Case Study of Rochdale Canal Bridge Assessment using Non-Linear Finite Element analysis |
464-472 |
Weissova, Michala |
The usage of Polymer-based materials in Civil Engineering |
1080-1086 |
Wenzel, Baris |
Humanism through artificial intelligence? |
526-534 |
Wimmer, Johannes |
Digital Bridge Schwindegg: Ab initio bridge monitoring for a sustainable lifecycle management |
817-824 |
Yaroshutin, Dmitry |
Use of terrestrial 3D laser scanning technology for examination of transportation structures |
1120-1127 |
YE, Simon Cong |
A machine learning-based methodology of integrating loading data and load effect data for long span bridge assessment |
873-881 |
Yip, Sammy |
Innovation in the design and construction of Temburong Bridge, Brunei |
445-452 |
Zhang, Xuhui |
Effects of Polyvinyl Alcohol Fiber on Bond Behavior between Concrete and Steel Rebar |
1348-1356 |
Zhang, Xuhui |
Study on Mechanical Properties of a Negative Poisson's Ratio Structural Bridge Block |
508-516 |
Zordan, Tobia |
Seismic protection of built environment. The Revision of the European Standard EN 15129 on Anti-Seismic Devices |
1441-1449 |