@article {bnh-7961, title = {Generalized Loading Protocols for Experimentally Simulating Multidirectional Earthquake Actions on Building Columns in Regions of Low-to-Moderate Seismicity }, journal = {Journal of Structural Engineering}, volume = {147}, year = {2021}, month = {04/2021}, abstract = {

This study aimed to quantitatively develop realistic quasi-static loading protocols for simulating bidirectional cyclic actions and axial load variation on building columns in a way that is representative of an actual response during earthquake ground excitation. A case-study building was subjected to a suite of 15 ground motions that were scaled to design basis earthquake (DBE) and maximum considered earthquake (MCE) levels of a typical region of low-to-moderate seismicity. The results showed that the displacement path of a building column under earthquake actions is generally in the form of elliptical loops of various orientations due to the phase difference in the sinusoidal displacements in the two orthogonal axes of the column. Accordingly, this work proposes a bidirectional lateral loading protocol that simplifies and generalizes the displacement path of the column in the form of elliptical loops of four different orientations. Similarly, the patterns of axial load variation in columns were also studied in detail, which led to the development of separate axial load variation protocols for external and internal columns of a building, which can be applied in tandem with the bidirectional lateral loading protocol. The paper concludes with a brief overview of the results of two reinforced concrete (RC) column specimens, which were experimentally tested using the proposed bidirectional loading protocol.

}, keywords = {earthquakes, engineering, reinforced concrete structures}, doi = {https://doi.org/10.1061/(ASCE)ST.1943-541X.0003056}, url = {https://ascelibrary.org/doi/abs/10.1061/\%28ASCE\%29ST.1943-541X.0003056}, author = {Saim Raza and Hing-Ho Tsang and Scott Menegon and John Wilson} } @article {bnh-7971, title = {The Selection and Scaling of Ground Motion Accelerograms for Use in Stable Continental Regions}, journal = {Journal of Earthquake Engineering}, year = {2021}, month = {04/2021}, abstract = {

This paper presents an application of the Conditional Mean Spectrum (CMS) methodology for sourcing accelerogram records for use in dynamic analyses of structures in intraplate regions of lower seismicity. The main challenges with deriving CMS for selecting and scaling accelerograms in regions of lower seismicity stem from the paucity of representative strong motion data and event recurrence data. A step-by-step illustration of the methodology is presented using the south-eastern Australia (SEA) region as an example. The study involves making use of a diversity of Ground Motion Prediction Expressions (GMPEs) including a recently developed regionally adjustable Component Attenuation Model (CAM). Three different schemes using a weighted averaging of candidate GMPEs were adopted and a comparison of predictions demonstrated only minor differences confirming the robustness of the modelling. The CMS constructed in this study have been used to develop a proposed suite of scaled accelerograms for SEA.

}, keywords = {Component attenuation model, Conditional mean spectra, earthquake, engineering, ground motion selection, stable continental region}, doi = {https://doi.org/10.1080/13632469.2021.1913456}, url = {https://www.tandfonline.com/doi/abs/10.1080/13632469.2021.1913456?journalCode=ueqe20}, author = {Yiwei Hu and Nelson Lam and Scott Menegon and John Wilson} } @book {bnh-7290, title = {A handbook of wildfire engineering: guidance for wildfire suppression and resilient urban design}, year = {2020}, pages = {179}, publisher = {Bushfire and Natural Hazards CRC}, organization = {Bushfire and Natural Hazards CRC}, address = {Melbourne}, abstract = {

Each year firefighters from career and volunteer agencies across Australia respond to wildfires that impact the urban interface. When such an event occurs during a period of intense fire behavior, the conditions are often incompatible with life for persons either caught in the open or those seeking refuge in a vehicle. In order to improve firefighter safety and operational effectiveness during landscape scale wildfires, as well as providing sound engineering guidance to improve community resilience to wildfire impacts, this textbook forms part of the lead author{\textquoteright}s PhD and examines critical components of wildfire response. These components are the wildfire fighting strategies and tactics applied during a landscape scale wildfire event; the procedures and protective systems utilised in the event of burnover; operational risk management; and wildfire resilient urban design. A Handbook of Wildfire Engineering (the Handbook) provides firefighters, engineers and town planners with detailed technical approaches and analysis to enhance the resilience of communities in areas prone to wildfire impacts, and enhance the safety and effectiveness of wildfire suppression at the urban interface during catastrophic wildfire conditions.

Each chapter of the Handbook is designed to build upon the previous, providing a holistic approach to understanding vegetation and wildfire basics before exploring evidence based wildfire suppression. The critical linkage between wildfire suppression, firefighter safety and urban design is also explored. Whilst the primary focus of this Handbook is wildfire suppression, there are many aspects applicable to urban designers and policy makers. These are summarised at the conclusion of each chapter.

During the preparation of this book, Australia was suffering from catastrophic wildfires on both the west and east coasts and, tragically, civilians and firefighters alike were injured or killed. The lead author was deployed as a Strike Team Leader from Western Australia and was tasked with wildfire suppression and property defense near Walcha, New South Wales. In addition to his own local experiences in Margaret River in 2011 and Yarloop 2016, during the 2019 NSW deployment he witnessed first-hand the devastating effects of wildfire on firefighters and the communities, survived near miss entrapments and nights spent on the fireground cut off by fire behaviour and falling trees. This book is dedicated to all those affected by wildfires, particularly for the firefighters of all backgrounds and jurisdictions who put themselves in harm{\textquoteright}s way to protect life, property and the environment. May the guidance provided in this book help firefighters return safely to their loved ones and provide enhanced protection of communities in wildfire prone areas.

}, keywords = {engineering, resilience, suppression, urban design, Wildfire}, issn = {978-0-6482756-8-8}, author = {Greg Penney and Daryoush Habibi and Marcus Cattani and Steven Richardson} } @article {bnh-5620, title = {Analysis of design standards and applied loads on road structures under extreme events}, number = {480}, year = {2019}, month = {06/2019}, institution = {Bushfire and Natural Hazards CRC}, address = {Melbourne}, abstract = {

This is the fourth report for the Bushfire and Natural Hazards CRC project B8, entitled {\textquoteleft}Enhancing the Resilience of Critical Road Infrastructure: bridges, culverts and flood-ways under natural hazards{\textquoteright}. The work presented here addresses milestone 3.2.2 {\textquotedblleft}Analysis of design standards completed{\textquotedblright} and 3.2.3 {\textquotedblleft}Draft report 4{\textendash} Loads applied on structures under extreme events (flood, earthquake, fire){\textquotedblright}, which are due on 30 December 2015. Thus, this draft report will be reviewed and refined through the input of the external stakeholders, in particular Queensland Department of Transport and Main Roads (DTMR), VicRoads, RMS (NSW) and the Lockyer Valley Regional Council (LVRC).
The following draft report presents an analysis of relevant design codes in regards to bridges, culverts and flood-ways design considerations under natural hazards (earthquake, flood and bushfire). Although effort has been made to include major design codes, the main focus of the practice code analysis has been Australian codes, major American codes and European codes. Section 5 also discusses the strengthening methods for reinforced concrete members under natural hazards.

}, keywords = {applied loads, engineering, extreme weather, resilience, structure}, issn = {480}, author = {Sujeeva Setunge and Chun Qing Li and Darryn McEvoy and Kevin Zhang and Jane Mullett and Hessam Mohseni and Priyan Mendis and Tuan Ngo and Nilupa Herath and Karu Karunasena and Weena Lokuge and Buddhi Wahalathantri and Dilanthi Amaratunga} } @article {bnh-6311, title = {Community benefits of roof upgrades}, number = {528}, year = {2019}, month = {12/2019}, institution = {Bushfire and Natural Hazards CRC}, address = {Melbourne}, abstract = {

Legacy houses (Houses built Pre-1982) are at risk of damage from wind loads due to the often inadequate roof hold down provided by connection details. Improving wind resistance through replacing roof connections or retrofitting the existing structure can greatly improve building performance and community safety. The Queensland Government Household Resilience Program (HRP) provides funding to help eligible home owners improve the resilience of their homes against cyclones. This program developed with advice from the Cyclone Testing Station is managed by the Queensland Department of Housing \& Public Works (QDPWH) and commenced in late 2018.

}, keywords = {community resilience, cyclones, Emergency management, engineering, resilience, roof, Severe Weather}, issn = {528}, author = {Korah Parackal and John Ginger and David Henderson and Martin Wehner} } @mastersthesis {bnh-7361, title = {Damage modelling of reinforced concrete bridge piers under flood and log impact}, volume = {Doctor of Philosophy (PhD)}, year = {2019}, month = {11/2019}, school = {RMIT University}, address = {Melbourne}, abstract = {

Australia has suffered from the loss of life and extreme damage to infrastructure from natural hazards such as bushfire, flood etc. Floods are Australia{\textquestiondown}s costliest disasters on bridges, one of the most important components of highway and railway transportation network. Therefore, safety and serviceability of bridges have always been a great concern to the practice and profession of civil engineering. The resilience of critical infrastructures such as roads and bridges is vital in evacuation support activities for during, before and after disaster response and recovery. In addition, bridges have a significant impact on the resilience of road infrastructure and the damage to bridges could significantly increase the vulnerability of the community served by the transportation infrastructure. Therefore, understanding the factors which affect the resilience of bridge structures, is extremely important to ensure the design specifications, as well as maintenance regimes for bridge structures. Furthermore, considering the resilience and vulnerability of structures is vital during, before and after disasters. Roads Corporation of Victoria (VicRoads) has identified that older structures consisting of U-slab decks are vulnerable to flood loading. The proposed project will focus on understanding damages to U-slab bridges exposed to flood loading.\ \ \ 
The vulnerable element of the case study U-slab bridges has been identified using a simplified analysis using Space-Gass. This analysis indicated that the superstructure of a U slab structure is quite robust under flood loading and slender piers can be vulnerable. Water flow pressure on the piers has been studied using Computational Fluid Dynamics (CDF) methodology to examine the pressure distribution on piers with two different cross-sectional shapes. This work has demonstrated that the pressure distribution on a bridge pier under flood loading can be simulated using a uniformly distributed load. Further, it is noted that the magnitude of the flood-induced force is significantly affected by the geometry of the pier cross-section.
Considering the concrete plasticity damage (CPD) modelling, nonlinear analysis has been conducted to evaluate the damage behaviour of the piers, and a simple damage index based on energy absorbed, which can be derived from a standard finite element modelling output, has been introduced. Based on that different damage levels of a bridge pier under flood loading damage indices have been derived.
Based on the review of practice and the literature review the log or moving object impact is likely to be occurring during flood loading. Therefore, a comprehensive investigation has been conducted to understand the structural response of a moving object impact, i.e., log impact. Using a validated model, the general relationship between different aspects of the structural response has been studied. Moreover, the bridge damage response during log impact has been studied, and the numerical results have been compared to provisions of different design standards. This study has concluded that the current provisions of design standards on the log or any moving object impact on bridges under flood loading could be unconservative and will require a systematic study considering the varying mass of impacts and the geometry of bridge piers.
}, keywords = {Bridge, engineering, Flood, modelling}, url = {https://researchrepository.rmit.edu.au/discovery/fulldisplay?docid=alma9921892810901341\&context=L\&vid=61RMIT_INST:ResearchRepository\&lang=en\&search_scope=ResearchETD\&adaptor=Local\%20Search\%20Engine\&tab=Research\&query=any,contains,Maryam\%20Nasim\&offset=0}, author = {Maryam Nasim} } @article {bnh-6126, title = {Enhancing resilience of critical road infrastructure annual report 2018-2019}, number = {519}, year = {2019}, month = {10/2019}, institution = {Bushfire and Natural Hazards CRC}, address = {Melbourne}, abstract = {

The overarching aim of the proposed second stage of the project is to work closely with key stakeholders to implement the methodologies that have been developed for vulnerability modelling of road structures to priorities vulnerable structures for improvements, to quantify the cost of reconstruction and/or cost of hardening of structures, and to integrate community resilience considerations into the decision-making process.

During the last financial year, the research team has published seven peer-reviewed journal papers (5 Scimago Q1 journal papers), 13 national/international conferences papers and one technical report, while there are eight journal papers under review now.

The major research activities include the generic analysis of bridges in terms of structural analysis, community impact model for decision making on strengthening, floodway inspection methodology, and strengthening options for different hazard types and levels. A floodway inspection and maintenance framework were also developed to guide the future inspection and maintenance of those bridges, especially for those have undergone hazard events.

Four workshops and four meetings were held during the second year of Stage 2 of the project. Two workshops were held at RMIT University to discuss with end users and colleagues regarding the feedback and comments of the project progresses. One workshop was held at the University of Southern Queensland and the Queensland University of Technology, respectively. Feedbacks from these end users have largely benefited the research progress.

Four major utilization activities have been identified and are in progress.

Our next step is to focus on the remaining milestones and engaging with those end users to tailor the research direction and fulfill their urgent research needs. The final project completion report will be also submitted then for the review of BNH CRC.

}, keywords = {Emergency management, engineering, infrastructure resilience}, issn = {519}, author = {Sujeeva Setunge and Chun Qing Li and Darryn McEvoy and Kevin Zhang and Jane Mullett and Hessam Mohseni and Priyan Mendis and Tuan Ngo and Lihai Zhang and Nilupa Herath and Karu Karunasena and Weena Lokuge and Buddhi Wahalathantri and Dilanthi Amaratunga} } @mastersthesis {bnh-6161, title = {Fragility and resilience of bridges subjected to extreme wave-induced forces}, volume = {Doctor of Philosophy}, year = {2019}, month = {08/2019}, school = {RMIT University}, type = {Doctorate}, address = {Melbourne}, abstract = {

Bridges are susceptible to severe damage due to wave-induced forces during extreme events such as floods, hurricanes, storm surges and tsunamis. As a direct impact of climate change, the frequency and intensity of these events are also expected to increase in the future. The damages to bridges lead to substantial community impact during emergency and post-disaster recovery activities. Hence, viable restoration strategies are needed to enhance the resilience of bridges under extreme wave hazards. The research on the quantification of vulnerability and resilience of bridges under extreme wave forces is limited. In particular, vulnerability and resilience assessment tools for bridges under different hazard intensity levels are required to quantify the resilience. This research addresses these research needs by providing a comprehensive vulnerability assessment framework for bridges subjected to extreme hydrodynamic forces.

A comprehensive literature review is first conducted on the four resilience assessment elements, namely external wave force characterization, structural response, vulnerability assessment and resilience quantification to identify the existing gaps in knowledge, particularly in vulnerability and assessment methods.
Unified resilience indices, based on the {\textquotedblleft}resilience triangle{\textquotedblright} concept, are proposed to take into account the effect of the consideration of resources (cost) and environmental impact and their relative importance to the decision makers in the resilience quantification. Such indices are important for stakeholders as they provide a linkage between the social (time), economic and environmental impacts in the assessment of restoration strategies.

An integrated vulnerability assessment framework for bridges with strong connectivity between super- and sub-structure is proposed. The framework includes both static and time-history analyses to examine the performance of bridges subjected to significant hydrodynamic forces. The uncertainties in force and structural parameters are taken into account and the probability of damage is estimated using six damage states that define the pre- and post-peak response of bridge. The pier drift is taken as the engineering demand parameter. The use of two-parameter intensity measures that can provide an accurate estimation of the response of bridge such as momentum flux (hu2) and moment of momentum flux (h2u2/2) is investigated.

To demonstrate the proposed framework, a numerical model is developed for a case study bridge located in a flood-prone region in Queensland, Australia. The accuracy of the piers model is validated using published works on small-scale pier specimens that have limited ductility. The effect of strengthening of bridge piers using fibre reinforced polymer (FRP) jackets is examined.

The overall fragility functions for all intensity measures (velocity, inundation depth, momentum flux and moment of momentum flux) are obtained for both initial and strengthened bridge. The reduction in scatter of fragility data is examined for the two-parameter intensity measures for all damage states. The viability of the use of FRP jackets for enhancing the resilience of bridges under extreme wave forces is also evaluated. The application of unified resilience indices based on the damage probability data obtained from fragility analysis is discussed for different intensities of the hazard.

The main contribution provided by this research is the comprehensive vulnerability and resilience assessment methods for bridges under extreme wave hazards. Such methodologies can assist in the evaluation of the different pre-disaster strengthening and recovery schemes for bridges. Decision makers (e.g., road authorities) can use the outcome of this research to assess the different retrofitting options for bridges taking into consideration the time, cost and energy consumption associated with each option.

}, keywords = {bridges, Emergency management, engineering, Fragility, Natural disasters, resilience}, author = {Ismail Qeshta} } @article {bnh-6276, title = {Improving the resilience of existing housing to severe wind events - annual report 2018-19}, number = {524}, year = {2019}, month = {12/2019}, institution = {Bushfire and Natural Hazards CRC}, address = {Melbourne}, abstract = {

This project will provide practical structural retrofits that will make a significant improvement in the performance of Pre-80s (Legacy) houses to wind loads. The major activity carried out in 2018-19 by the CTS-JCU and GA has been progressing the VAWS software package using wind loading and structural response and other test data:

This project has also provided advice to the Queensland Government Household Resilience Program which provides funding to help eligible home owners improve the resilience of their homes against cyclones. This program is managed by the Queensland Department of Housing \& Public Works (QDHPW) and commenced in late 2018. Eligible home owners can apply to receive a Queensland Government grant of 75\% of the cost of improvements (up to a maximum of $11,250 including GST. About 2000 houses have been retrofitted.

}, keywords = {building resilience, cyclones, Emergency management, engineering, Housing, severe wind, storms, structural design}, issn = {524}, author = {John Ginger and Korah Parackal and Martin Wehner and Hyeuk Ryu and David Henderson and Mark Edwards} } @article {bnh-6333, title = {Model for assessing the vulnerability of Australian housing to windstorms - VAWS}, number = {529}, year = {2019}, month = {12/2019}, institution = {Bushfire and Natural Hazards CRC}, address = {Melbourne}, abstract = {

Modelling the vulnerability of houses in windstorms is important for insurance pricing, policy-making, and emergency management. Models for Australian house types have been developed since the 1970s, and have ranged from empirical models to more advanced reliability based structural engineering models, which provide estimates of damage for a range of wind speeds of interest. This report describes the development of a software program: Vulnerability and Adaption to Wind Simulation (VAWS), which uses probability based reliability analysis and structural engineering for the loading and response coupled with an extensive test database and field damage assessments to calculate the damage experienced by selected Australian house types.\ \ 

}, keywords = {building resilience, cyclone, Emergency management, engineering, severe wind, wind modelling}, issn = {529}, author = {Korah Parackal and Martin Wehner and Hyeuk Ryu and John Ginger and David Henderson and Mark Edwards} } @article {bnh-6129, title = {Progress report on costing of limited ductile reinforced concrete buildings}, number = {520}, year = {2019}, month = {10/2019}, institution = {Bushfire and Natural Hazards CRC}, address = {Melbourne}, abstract = {

{\textquotedblleft}Cost-effective mitigation strategy development for building related earthquake risk{\textquotedblright} under the Bushfire and Natural Hazards Cooperative Research Centre (BNHCRC) aims to develop knowledge to facilitate evidence-based informed decision making in relation to the need for seismic retrofitting, revision of codified design requirement, and insurance policy. Previous report has presented vulnerability assessment of two types of reinforced concrete (RC) buildings, RC buildings that are mainly supported laterally by limited ductile RC walls and buildings that are supported jointly by limited ductile RC walls and RC frames. The analyses demonstrate buildings that are jointly supported by RC walls and frames to be more vulnerable. This report presents summary findings of the vulnerability analyses along with descriptions for the types of damage observed for each performance levels with the aim of estimating cost of repair for this type of buildings.\ 

}, keywords = {buildings, concrete, emergency recovery, engineering, risk and safety}, issn = {520}, author = {Elisa Lumantarna and Nelson Lam and Hing-Ho Tsang and Emad F Gad and John Wilson} } @article {bnh-5625, title = {Vulnerability Functions for RC Shear Wall Buildings in Australia}, journal = {Earthquake Spectra}, volume = {35}, year = {2019}, month = {02/2019}, pages = {27}, chapter = {333-360}, abstract = {

This research investigates the development of analytical fragility functions for reinforced concrete shear wall buildings in Australia. A building stock for the city of Melbourne is used in conducting an assessment of these types of structures. The assessment uses the best information available for selecting the building parameters applicable to the low-to-moderate seismic region, site soil class, expected earthquake ground motions, and site response. The capacity spectrum method is used to derive vulnerability functions for low-, mid-, and high-rise reinforced concrete shear wall buildings. Although there is a paucity of earthquake damage data available in Australia, some comparisons are made using the results from the fragility functions derived here to the damage data from the Newcastle earthquake in 1989.

}, keywords = {buildings, earthquake, Emergency management, engineering}, doi = {10.1193/120717EQS251M}, url = {https://www.earthquakespectra.org/doi/abs/10.1193/120717EQS251M}, author = {Ryan D. Hoult and Helen M. Goldsworthy and Elisa Lumantarna} } @conference {bnh-6026, title = {Analytical Model for Seismic Retrofit of Concrete Beam-Column Joint using Diagonal Metallic Haunch}, booktitle = {World Congress on Advances in Structural Engineering and Mechanics}, year = {2017}, month = {01/09/2017}, publisher = {Swinburne University of Technology}, organization = {Swinburne University of Technology}, address = {Korea}, abstract = {

Exterior beam-column joint is typically the weakest link in a limited-ductile concrete frame structure. The use of diagonal haunch element has been considered as a desirable seismic retrofit option for reducing the seismic demand at the joint. Previous research globally has focused on implementing double haunches, whilst the performance of using single haunch element as a less-invasive and more architecturally favourable retrofit option has not been investigated. In this study, the feasibility of using a single haunch system for retrofitting RC exterior beam-column joint is explored. This paper presents the key formulations and illustrates its effectiveness by investigating the changes in the shear demand at the joint through a case study.

}, keywords = {building, building disaster proof, construction, Emergency management, engineering, hazards, risk management}, author = {Hing-Ho Tsang and Zabihi, Alireza and Emad F Gad and John Wilson} } @conference {bnh-6028, title = {Analytical development of seismic retrofit technique for RC beam-column joint using single diagonal haunch}, booktitle = {24th Australian Conference on the Mechanics of Structures and Materials}, year = {2016}, month = {12/2016}, publisher = {Swinburne University of Technology}, organization = {Swinburne University of Technology}, address = {Perth, Australia}, abstract = {

Exterior beam-column joint is typically the weakest link in a limited-ductile RC frame structure. The use of diagonal haunch element has been considered as a desirable seismic retrofit option for preventing brittle failure of the joint. Previous research has been focused on implementing double haunches, whilst the performance of using single haunch element as a less-invasive and more architecturally favourable retrofit option has not been investigated. Hence, the feasibility of using single haunch system for retrofitting RC beam-column joint is explored in this study. This paper presents the analytical development of the technique and illustrates its effectiveness by showing the changes in the shear demand at the joint.

}, keywords = {building, construction, earthquake, engineering, retrofitting, risk management}, author = {Zabihi, Alireza and Hing-Ho Tsang and Emad F Gad and John Wilson} }