Bio: Troy is the CEO of HERA, an impact-led independent research association based in Aotearoa New Zealand. She is also the Co-Chair of Hanga-Aro-Rau (the Workforce Development Council for Manufacturing, Engineering and Logistics) and a Director of the Sustainable Steel Council, Steel Construction New Zealand and HERA Certifications. She is an Impact Assessor for the Endeavour program and holds advisory board roles for the Ministry of Innovation, Business and Employment (Building System Performance), Auckland University of Technology and the University of Auckland. She is the Impact Leader and creator of HERA’s $10.3 million funded Construction 4.0 project and is passionate about impact-led research, with a particular focus on sustainability, indigenous knowledge, diversity and inclusion, and industry transformation. 

Abstract: Engineering research intersects with societal and industrial demands, making it foundationally impact-led.  This presentation will explore how to identify impact-led research opportunities, build research capability and sectoral impact. HERA, a small independent research association in Aotearoa New Zealand, will be used as the case study to show that even small teams can have meaningful research impact.

Bio: Prof. Lin-Hai Han is a Tenured Professor at Tsinghua University. He established the life-cycle-based analytical theory and design methodology for concrete-filled steel tubular (CFST) structures. He is the author/co-author of over 261 peer-reviewed international journal papers and the sole or lead author of 7 books. He is among the top 4 scientists for Career-Long Impact in the field of Civil Engineering, according to the latest Stanford/Elsevier’s World’s Ranking of Top 2% Scientists. He was elected a Fellow of IStructE, UK, and is entitled to use the title "Chartered Structural Engineer". He is also a Fellow of ASCE, US and ICE, UK. He is the founding Chair of the Subcommittee of Steel-Concrete Composite and Hybrid Structures (TC 71/SC 9), International Organization for Standardization (ISO). The practical applications of his research outcomes have been far-reaching and widely adopted in the design of record-breaking construction projects. He is the editor-in-chief of the National Standard of China GB/T 51446-2021, and the first-ever ISO Standard on CFST structures, ISO 16521:2024. As the leading researcher, he was awarded the China’s State Natural Science Award (Second Prize) in 2019. He was the winner of the Prize for Scientific and Technological Innovation from the Ho Leung Ho Lee Foundation, China in 2023. He is the recipient of the ASCE Region 10 Distinguished Service Medal Award in 2024. He was awarded the ISO Excellence Award by ISO in 2025, becoming “the first awardee in the area of concrete materials and structures globally”.

Abstract: As a high-performance structure, the concrete-filled steel tubular (CFST) structure has become one of the preferred structural forms for China’s current major civil engineering constructions. This report will present the nonlinear confinement effect of CFST structures, the life-cycle-based constitutive models of the core concrete, and the calculation framework for the resistances of CFST members. Concepts, main forms, and the life-cycle-based analysis and design framework for CFST hybrid structures will also be presented. Subsequently, the applications of the research outcome in the main structure design of several iconic constructions, including the CITIC Tower, the Canton Tower, and the Ganhaizi Mega Bridge, will be elaborated. Finally, the National Standard of China and the ISO standard for CFST structures will be introduced.

Bio: Guo-Qiang Li is a distinguished professor of structural engineering in Tongji University, the director of Research Center of Education Ministry of China for Steel Construction and the director of National Research Center of China for Pre-fabrication Construction.  He is also a vice-chairman of Chinese Society of Steel Construction and a vice-chairman of Chinese Association of Construction Standardization.   In addition, he is a foreign member of the Royal Flemish Academy of Belgium for Science and the Arts, a fellow of Institution of Structural Engineers in UK and a fellow of the Council of Tall Buildings and Urban Habitat.

Abstract: The unexpected collapse of burning buildings has been a major killer of firefighters, since current techniques are very hard to accurately evaluate the collapse risk of a real building in fire. Developing a practical approach for early-warning fire-induced collapse of steel buildings in real-time is an urgent need, as these buildings account for a large part of collapse accidents due to severe degradation of steel mechanical properties at elevated temperatures in fire. The uncertainties of a burning building, such as load levels and heating conditions which differ from designed values, and the real-time acquisition of its structural responses to fire are two challenging issues need to be addressed. Through parametric analysis of collapse mechanisms considering uncertainties in real fire, the limited potential collapse modes of steel portal frames and steel trusses porpularly used for steel buildings are identified. Displacement responses of the burning building at key positions of the building structure, identified as Key Physical Parameters (KPPs), are selected for early warning fire-induced building collapse, as these displacements exhibit unique variation patterns for each collapse mode. Three-level early-warning strategy is proposed based on evolution laws of KPPs during the process of the building collapse. As some KPPs are hard to be measured directly in fire scene, especially for those located on the roof or inside the building, real-time acquisition method of the hard-to-measure KPPs through easy-to-measure data are investigated. Considering the close correlation between rotations and displacements at structural nodes at definite temperatures, pre-embedded thermocouples and inclinometers, which are easily employed in practice, are proposed to facilitate the real-time acquisition of hard-to-measure KPPs. Real fire tests have been conducted to verify the effectiveness of the approach for early-warning fire-induced collapse of steel portal frame and steel truss buildings.

Bio: Brian Uy is Scientia Professor of Structural Engineering in the School of Civil and Environmental Engineering at the University of New South Wales. Brian has delivered over 100 plenary/keynote/invited lectures and has been involved in research in steel and composite structures for over 30 years. He has co-authored over 700 publications including over 300 refereed journal articles. Brian is Chairman of the Standards Australia Committee BD-032 on Composite Building Structures and BD-090-06 on Steel and Composite Bridge Structures. He is currently President-Elect and Vice President of the Institution of Structural Engineers (IStructE) and Vice President of the International Association of Bridge and Structural Engineering (IABSE). Brian is an elected Fellow of the Australian Academy of Technological Sciences and Engineering, Engineers Australia, Institution of Structural Engineers, Institution of Civil Engineers, American Society of Civil Engineers, Structural Engineering Institute and the International Association of Bridge and Structural Engineers.

Abstract: To be updated.

Bio: Christian Málaga-Chuquitaype is an Associate Professor in Dynamics and Seismic Engineering in the Department of Civil and Environmental Engineering at Imperial College London. He leads the department’s efforts in earthquake engineering, and is actively involved in teaching, specialist advisory work, and guiding a diverse research group focused on emerging structural technologies. His research interests span structural testing, computational modelling, AI, and the assessment of structures under extreme conditions—from earthquake-prone regions to extra-terrestrial environments. Christian serves as an Associate Editor for two international journals, sits on several other editorial boards, and contributes to multiple code committees involved in international standards development and the advancement of engineering practice. His work has been recognised with several awards, including the Best Research Paper Prize from the Institution of Structural Engineers (IStructE), the Tso Kung Hsieh Award from the Institution of Civil Engineers (ICE), and the Unwin Prize from Imperial College London.

Abstract: This lecture explores how controlled rocking, rolling isolation, and rotational inertial devices are reshaping dynamic control strategies for building structures, with special focus on their application to modern timber systems. It examines how stepping away from traditional fixed-base assumptions, embracing motion, and harnessing inertial forces to our advantage can enable efficient, low-damage solutions for seismic protection. The talk will delve into the fundamental mechanics and emerging engineering concepts behind rocking and rolling systems, highlight the role of inerters as force amplifiers and "size shifters," and demonstrate how their integration enhances seismic performance. Special emphasis will be laced on how these strategies are unlocking the seismic potential of engineered timber structures. Drawing on recent advances in numerical modelling and experimental earthquake engineering, this lecture invites you to view seismic control not as a battle against motion, but as a carefully choreographed rock ‘n’ roll performance allowing timber to play a starring role in the next generation of resilient, sustainable structures.