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The request for robustness of structures is a recent topic aiming at ensuring the structural integrity of a structure in case of exceptional events. General design recommendations are provided in modern codes and standards but they are far from being satisfactory as it has been demonstrated that the respect of these recommendations do not necessarily allow to guarantee a sufficient robustness to a structure. It is the reason why research activities are still ongoing in this field in view of (i) mastering the response of structures when subjected to exceptional events and, on this basis, (ii) to derive rules for practitioners. This master thesis takes place in this context. The objective of this master thesis is to study and apply methods for steel building structures allowing to reach an appropriate level of robustness. These research will be performed in the framework of an ongoing European RFCS project entitled "FailNoMore". In particular, a 3D steel structures, initially designed by a German design office for “classical” loading conditions, will be studied in view of (i) characterising its behaviour when subjected to a specific exceptional event, i.e. the loss of a supporting member, and of (ii) investigating the efficiency of existing design methods for robustness. At the end of the work, a critical analysis of the results obtained with the different methods will be provided in view of making recommendations for practice. These objectives will be achieved using numerical and analytical approaches. The numerical investigations will be realised using the FINELG software. This master thesis will show that the tying method, such as it is present in the Eurocode, does not make it possible to ensure a sufficient robustness in the case of the scenario considered of the loss of a column. It is also shown that, following a numerical study, the weakness of the structure is in the connections. A structure with hinged connections is not robust when column loss is considered. By using partially resistant connections, and by means of an innovative analytical approach, it is shown that the considered structure can be robust under the exceptional scenario of column loss by slightly modifying the properties of the structure.
Robustness --- Tying method --- Steel structure --- FailNoMore --- Ingénierie, informatique & technologie > Ingénierie civile
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Stainless steels represent a quite interesting material family, both from a scientific and commercial point of view, following to their excellent combination in terms of strength and ductility together with corrosion resistance. Thanks to such properties, stainless steels have been indispensable for the technological progress during the last century and their annual consumption increased faster than other materials. They find application in all these fields requiring good corrosion resistance together with ability to be worked into complex geometries. Despite to their diffusion as a consolidated materials, many research fields are active regarding the possibility to increase stainless steels mechanical properties and corrosion resistance by grain refinement or by alloying by interstitial elements. At the same time innovations are coming from the manufacturing process of such a family of materials, also including the possibility to manufacture them starting from metals powder for 3D printing. The Special Issue scope embraces interdisciplinary work covering physical metallurgy and processes, reporting about experimental and theoretical progress concerning microstructural evolution during processing, microstructure-properties relations, applications including automotive, energy and structural.
reversion --- iron alloys --- reverted austenite --- n/a --- corrosion --- microstructure --- scatter index --- stainless steel --- electron backscattered diffraction --- supermartensitic stainless steel --- metastable austenitic stainless steel --- additive manufacturing --- fatigue --- mechanical spectroscopy --- stainless steel alloys --- 304L stainless steel --- non-metallic inclusions --- deformation --- connection --- nitriding --- non-metallic inclusion --- welding --- phase diagrams --- S–N curves --- surface treatments --- mechanical properties --- fatigue strength --- stainless-steel structure --- Hertz theory --- phase transformation --- prestrain --- high-speed steel --- Cr martensitic steel --- repair --- superduplex stainless steels --- historic timber structures --- cold rolling --- VOD refining --- borides --- annealing --- welded joints --- hot deformation --- Ca treatment --- reinforcement --- electrolytic extraction --- laser powder bed fusion --- point defects --- innovation --- high-boron steel --- duplex stainless steel --- secondary phases --- formation mechanism --- kinetics model --- duplex stainless steels --- simulations --- electric current --- intermetallics --- medical applications --- electrically assisted annealing --- grain size --- stainless steels --- structural dynamics --- finite element explicit analysis --- S-N curves
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The performance-based design of structures in fire is gaining growing interest as a rational alternative to the traditionally adopted prescriptive code approach. This interest has led to its introduction in different codes and standards around the world. Although engineers widely use performance-based methods to design structural components in earthquake engineering, the adoption of such methods in fire engineering is still very limited. This Special Issue addresses this shortcoming by providing engineers with the needed knowledge and recent research activities addressing performance-based design in structural fire engineering, including the use of hotspot analysis to estimate the magnitude of risk to people and property in urban areas; simulations of the evacuation of large crowds; and the identification of fire effects on concrete, steel, and special structures.
fire incidence --- hotspot analysis --- KDE --- Getis-Ord Gi* --- IDW interpolation --- fire risk zones --- built-up areas --- temporal analysis --- sustainable development --- fire --- earthquake --- finite element analysis --- Abaqus --- multi hazard analysis --- Scoria aggregate concrete --- PP fiber --- high temperature --- stress-strain curve --- prefabricated cabin-type substation --- panel --- BP neural network --- thermal–mechanical coupling --- machine learning --- fire behavior --- impact of fires --- repeated impact --- ACI 544-2R --- high temperatures --- ECC --- impact ductility --- oil and gas facility --- offshore platform --- tanker --- steel structure --- bulkhead --- deck --- hydrocarbon fire mode --- fire-resistance limit --- fire protection --- design --- stadiums and arenas --- evacuation time --- safety --- Colosseum --- organizing evacuation --- computer simulation --- City University --- fire temperature --- opening factor --- compartment area --- thermal analysis --- natural fire --- concrete strength --- exposure duration --- maximum temperature --- heating rate --- cooling rate --- reinforced concrete --- columns --- standard fire --- cooling phase --- axial capacity --- temperature-stress history
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The performance-based design of structures in fire is gaining growing interest as a rational alternative to the traditionally adopted prescriptive code approach. This interest has led to its introduction in different codes and standards around the world. Although engineers widely use performance-based methods to design structural components in earthquake engineering, the adoption of such methods in fire engineering is still very limited. This Special Issue addresses this shortcoming by providing engineers with the needed knowledge and recent research activities addressing performance-based design in structural fire engineering, including the use of hotspot analysis to estimate the magnitude of risk to people and property in urban areas; simulations of the evacuation of large crowds; and the identification of fire effects on concrete, steel, and special structures.
Research & information: general --- Mathematics & science --- fire incidence --- hotspot analysis --- KDE --- Getis-Ord Gi* --- IDW interpolation --- fire risk zones --- built-up areas --- temporal analysis --- sustainable development --- fire --- earthquake --- finite element analysis --- Abaqus --- multi hazard analysis --- Scoria aggregate concrete --- PP fiber --- high temperature --- stress-strain curve --- prefabricated cabin-type substation --- panel --- BP neural network --- thermal–mechanical coupling --- machine learning --- fire behavior --- impact of fires --- repeated impact --- ACI 544-2R --- high temperatures --- ECC --- impact ductility --- oil and gas facility --- offshore platform --- tanker --- steel structure --- bulkhead --- deck --- hydrocarbon fire mode --- fire-resistance limit --- fire protection --- design --- stadiums and arenas --- evacuation time --- safety --- Colosseum --- organizing evacuation --- computer simulation --- City University --- fire temperature --- opening factor --- compartment area --- thermal analysis --- natural fire --- concrete strength --- exposure duration --- maximum temperature --- heating rate --- cooling rate --- reinforced concrete --- columns --- standard fire --- cooling phase --- axial capacity --- temperature-stress history --- fire incidence --- hotspot analysis --- KDE --- Getis-Ord Gi* --- IDW interpolation --- fire risk zones --- built-up areas --- temporal analysis --- sustainable development --- fire --- earthquake --- finite element analysis --- Abaqus --- multi hazard analysis --- Scoria aggregate concrete --- PP fiber --- high temperature --- stress-strain curve --- prefabricated cabin-type substation --- panel --- BP neural network --- thermal–mechanical coupling --- machine learning --- fire behavior --- impact of fires --- repeated impact --- ACI 544-2R --- high temperatures --- ECC --- impact ductility --- oil and gas facility --- offshore platform --- tanker --- steel structure --- bulkhead --- deck --- hydrocarbon fire mode --- fire-resistance limit --- fire protection --- design --- stadiums and arenas --- evacuation time --- safety --- Colosseum --- organizing evacuation --- computer simulation --- City University --- fire temperature --- opening factor --- compartment area --- thermal analysis --- natural fire --- concrete strength --- exposure duration --- maximum temperature --- heating rate --- cooling rate --- reinforced concrete --- columns --- standard fire --- cooling phase --- axial capacity --- temperature-stress history
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In this Special Issue on symmetry, we mainly discuss the application of symmetry in various structural health monitoring. For example, considering the health monitoring of a known structure, by obtaining the static or dynamic response of the structure, using different signal processing methods, including some advanced filtering methods, to remove the influence of environmental noise, and extract structural feature parameters to determine the safety of the structure. These damage diagnosis methods can also be effectively applied to various types of infrastructure and mechanical equipment. For this reason, the vibration control of various structures and the knowledge of random structure dynamics should be considered, which will promote the rapid development of the structural health monitoring. Among them, signal extraction and evaluation methods are also worthy of study. The improvement of signal acquisition instruments and acquisition methods improves the accuracy of data. A good evaluation method will help to correctly understand the performance with different types of infrastructure and mechanical equipment.
Technology: general issues --- History of engineering & technology --- real-time hybrid simulation --- H∞ control --- time delay --- mixed sensitivity --- structural health monitoring --- deep learning --- data anomaly detection --- convolutional neural network --- time–frequency extraction --- micro inertial measurement unit (MIMU) --- variational mode decomposition (VMD) --- Hilbert–Huang transform (HHT) --- frequency-domain integration approach (FDIA) --- torsion angle calculation --- offshore oil platform --- self-anchored suspension bridge --- cable clamp --- slippage --- force analysis --- high formwork --- ARMA --- BPNN --- stress trend prediction --- crack detection --- improved YOLOv4 --- concrete surface --- substructure shake table testing --- integration algorithm --- finite element method --- damper --- digital twin --- prestressed steel structure --- construction process --- safety assessment --- intelligent construction --- structural health monitoring (SHM) --- vibration --- frequency domain --- time domain --- time-frequency domain --- technical codes --- multiple square loops (MSL)-string --- seismic excitation --- dynamic response --- seismic pulse --- near and far field --- three-dimensional laser scanning --- surface flatness of initial support of tunnel --- curved surface fitting --- flatness calculation datum --- curvedcontinuous girder bridge --- collision response --- seismic mitigation --- pounding mitigation and unseating prevention --- heavy-duty vehicle --- road --- coupling model --- terrestrial laser scanning --- RGB --- genetic algorithm --- artificial neutral network --- real-time hybrid simulation --- H∞ control --- time delay --- mixed sensitivity --- structural health monitoring --- deep learning --- data anomaly detection --- convolutional neural network --- time–frequency extraction --- micro inertial measurement unit (MIMU) --- variational mode decomposition (VMD) --- Hilbert–Huang transform (HHT) --- frequency-domain integration approach (FDIA) --- torsion angle calculation --- offshore oil platform --- self-anchored suspension bridge --- cable clamp --- slippage --- force analysis --- high formwork --- ARMA --- BPNN --- stress trend prediction --- crack detection --- improved YOLOv4 --- concrete surface --- substructure shake table testing --- integration algorithm --- finite element method --- damper --- digital twin --- prestressed steel structure --- construction process --- safety assessment --- intelligent construction --- structural health monitoring (SHM) --- vibration --- frequency domain --- time domain --- time-frequency domain --- technical codes --- multiple square loops (MSL)-string --- seismic excitation --- dynamic response --- seismic pulse --- near and far field --- three-dimensional laser scanning --- surface flatness of initial support of tunnel --- curved surface fitting --- flatness calculation datum --- curvedcontinuous girder bridge --- collision response --- seismic mitigation --- pounding mitigation and unseating prevention --- heavy-duty vehicle --- road --- coupling model --- terrestrial laser scanning --- RGB --- genetic algorithm --- artificial neutral network
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This reprint provides an international forum for the presentation and discussion of the latest developments in structural-steel research and its applications. The topics of this reprint include the modelling, testing and practice of steel structures and steel-based composite structures. A total of 17 high-quality, original papers dealing with all aspects of steel-structures research, including modelling, testing, and construction research on material properties, components, assemblages, connection, and structural behaviors, are included for publication.
Technology: general issues --- History of engineering & technology --- shear dampers --- steel tube dampers --- low cycle cyclic load --- mechanical properties --- energy dissipation capacity --- data analysis --- artificial neural network (ANN) --- chemical composition of welds --- data augmentation technique --- bolted ball-cylinder joints --- FE analysis --- elevated temperature --- parametric study --- design methods --- steel plate wall --- diagonal stiffener --- torsional stiffness --- elastic buckling --- threshold stiffness --- digital twin --- Dijkstra algorithm --- prestressed steel structure --- material allocation --- intelligent planning --- construction management --- random forest --- influencing factors --- intelligent analysis --- offshore structure --- falling object collision --- similarity law --- scaled test --- finite element analysis --- fracture performance --- SBHS500 --- SM570 --- SM490 --- high strength steel --- notch --- reliability analysis --- ship local structure --- probabilistic simulation --- Kriging model --- Bayesian data fusion --- L-shaped column --- recycled aggregate concrete --- concrete-filled steel tube --- eccentric compression --- finite element model --- suspender --- steel arch bridge --- fatigue life --- overloaded rate --- finite element --- corrugated steel plate shear wall --- damage state --- repair state --- fragility function --- probabilistic assessment --- partially connected steel plate shear wall --- shear strength --- connectivity ratio --- finite element method --- design formula --- pipe-in-pipe system --- global buckling --- the sleeper-distributed buoyancy method --- active control --- pipeline design --- orthotropic steel deck --- crack propagation --- fatigue performance --- arch structure --- stability behavior --- spatial grid arch structure --- stability analysis --- initial imperfections --- nonlinear factors --- ultimate load-carrying capacity --- structural steel --- elevated temperatures --- cooling-down method --- cyclic performance --- skeleton curve --- ductile crack --- high-strength steel --- low-stress triaxiality --- modified N-VG model --- shear dampers --- steel tube dampers --- low cycle cyclic load --- mechanical properties --- energy dissipation capacity --- data analysis --- artificial neural network (ANN) --- chemical composition of welds --- data augmentation technique --- bolted ball-cylinder joints --- FE analysis --- elevated temperature --- parametric study --- design methods --- steel plate wall --- diagonal stiffener --- torsional stiffness --- elastic buckling --- threshold stiffness --- digital twin --- Dijkstra algorithm --- prestressed steel structure --- material allocation --- intelligent planning --- construction management --- random forest --- influencing factors --- intelligent analysis --- offshore structure --- falling object collision --- similarity law --- scaled test --- finite element analysis --- fracture performance --- SBHS500 --- SM570 --- SM490 --- high strength steel --- notch --- reliability analysis --- ship local structure --- probabilistic simulation --- Kriging model --- Bayesian data fusion --- L-shaped column --- recycled aggregate concrete --- concrete-filled steel tube --- eccentric compression --- finite element model --- suspender --- steel arch bridge --- fatigue life --- overloaded rate --- finite element --- corrugated steel plate shear wall --- damage state --- repair state --- fragility function --- probabilistic assessment --- partially connected steel plate shear wall --- shear strength --- connectivity ratio --- finite element method --- design formula --- pipe-in-pipe system --- global buckling --- the sleeper-distributed buoyancy method --- active control --- pipeline design --- orthotropic steel deck --- crack propagation --- fatigue performance --- arch structure --- stability behavior --- spatial grid arch structure --- stability analysis --- initial imperfections --- nonlinear factors --- ultimate load-carrying capacity --- structural steel --- elevated temperatures --- cooling-down method --- cyclic performance --- skeleton curve --- ductile crack --- high-strength steel --- low-stress triaxiality --- modified N-VG model
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There are many regions worldwide which are susceptible to extreme loads such as earthquakes. These can cause loss of life and adverse impacts on civil infrastructures, the environment, and communities. A series of methods and measures have been used to mitigate the effects of these extreme loads. The adopted approaches and methods must enable civil structures to be resilient and sustainable. Therefore, to reduce damage and downtime in addition to protecting life and promoting safety, new resilient structure technologies must be proposed and developed. This special issue book focuses on methods of enhancing the sustainability and resilience of civil infrastructures in the event of extreme loads (e.g., earthquakes). This book contributes proposals of and theoretical, numerical, and experimental research on new and resilient civil structures and their structural performance under extreme loading events. These works will certainly play a significant role in promoting the application of new recoverable structures. Moreover, this book also introduces some case studies discussing the implementation of low-damage structural systems in buildings as well as articles on the development of design philosophies and performance criteria for resilient buildings and new sustainable communities.
artificial neural network --- corrosion --- mined-out region --- finite element --- column-top isolation --- pseudodynamic test --- seismic performance --- sustainability prediction --- shear performance --- nonlinear time-history analysis --- shaking table test --- civil infrastructures --- angle section --- seismic connection detail --- cyclic loading test --- extreme loads --- sudden column removal --- flow --- water supply networks --- displacement response spectrum --- cold-formed steel composite shear wall building --- mitigation --- probabilistic framework --- nonlinearity --- optimized section --- corporation --- GM selection --- seismic damage --- natural hazards --- analysis --- spectrum variance --- viscous damper --- Great East Japan Earthquake --- OpenFresco --- Brazier flattening --- substructure --- damage --- model-based --- tapered cross section --- liquefaction --- measurement --- NDE --- settlement --- seismic behavior --- resilience --- hybrid damper --- numerical simulation --- structural response estimates --- probabilistic --- energy-based approximate analysis --- damping effect --- cold-formed steel structure --- silt --- ground motion --- boundary technique --- energy dissipative devices --- reinforced concrete --- cyclic reversal test --- ground improvement --- simplified modeling method --- beam --- girder --- integration algorithm --- force-displacement control --- reinforced concrete frames --- mid-rise --- intermediate column --- time-frequency energy distribution --- single-layer reticulated dome --- structural robustness --- precast slab --- chloride ingress --- dynamic model --- Brazier effect --- earthquake --- sustainability --- carbonation --- replaceable coupling beam --- railway construction --- concrete --- variational method --- shear wall --- progressive collapse --- abnormal loads --- recovery --- earthquakes --- resilience-based design --- disaster --- OpenSees --- seismic analysis --- response surface method --- subway station --- ratcheting effect --- matching pursuit decomposition --- hybrid simulation --- subway induced vibration --- dynamic structural analysis --- numerical simulations --- structural sensitivity --- inflection point --- system restoration --- infinite element boundary --- simulation model --- Monte Carlo simulation --- nonlinear response
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In this Special Issue on symmetry, we mainly discuss the application of symmetry in various structural health monitoring. For example, considering the health monitoring of a known structure, by obtaining the static or dynamic response of the structure, using different signal processing methods, including some advanced filtering methods, to remove the influence of environmental noise, and extract structural feature parameters to determine the safety of the structure. These damage diagnosis methods can also be effectively applied to various types of infrastructure and mechanical equipment. For this reason, the vibration control of various structures and the knowledge of random structure dynamics should be considered, which will promote the rapid development of the structural health monitoring. Among them, signal extraction and evaluation methods are also worthy of study. The improvement of signal acquisition instruments and acquisition methods improves the accuracy of data. A good evaluation method will help to correctly understand the performance with different types of infrastructure and mechanical equipment.
Technology: general issues --- History of engineering & technology --- real-time hybrid simulation --- H∞ control --- time delay --- mixed sensitivity --- structural health monitoring --- deep learning --- data anomaly detection --- convolutional neural network --- time–frequency extraction --- micro inertial measurement unit (MIMU) --- variational mode decomposition (VMD) --- Hilbert–Huang transform (HHT) --- frequency-domain integration approach (FDIA) --- torsion angle calculation --- offshore oil platform --- self-anchored suspension bridge --- cable clamp --- slippage --- force analysis --- high formwork --- ARMA --- BPNN --- stress trend prediction --- crack detection --- improved YOLOv4 --- concrete surface --- substructure shake table testing --- integration algorithm --- finite element method --- damper --- digital twin --- prestressed steel structure --- construction process --- safety assessment --- intelligent construction --- structural health monitoring (SHM) --- vibration --- frequency domain --- time domain --- time-frequency domain --- technical codes --- multiple square loops (MSL)-string --- seismic excitation --- dynamic response --- seismic pulse --- near and far field --- three-dimensional laser scanning --- surface flatness of initial support of tunnel --- curved surface fitting --- flatness calculation datum --- curvedcontinuous girder bridge --- collision response --- seismic mitigation --- pounding mitigation and unseating prevention --- heavy-duty vehicle --- road --- coupling model --- terrestrial laser scanning --- RGB --- genetic algorithm --- artificial neutral network
Choose an application
This reprint provides an international forum for the presentation and discussion of the latest developments in structural-steel research and its applications. The topics of this reprint include the modelling, testing and practice of steel structures and steel-based composite structures. A total of 17 high-quality, original papers dealing with all aspects of steel-structures research, including modelling, testing, and construction research on material properties, components, assemblages, connection, and structural behaviors, are included for publication.
Technology: general issues --- History of engineering & technology --- shear dampers --- steel tube dampers --- low cycle cyclic load --- mechanical properties --- energy dissipation capacity --- data analysis --- artificial neural network (ANN) --- chemical composition of welds --- data augmentation technique --- bolted ball-cylinder joints --- FE analysis --- elevated temperature --- parametric study --- design methods --- steel plate wall --- diagonal stiffener --- torsional stiffness --- elastic buckling --- threshold stiffness --- digital twin --- Dijkstra algorithm --- prestressed steel structure --- material allocation --- intelligent planning --- construction management --- random forest --- influencing factors --- intelligent analysis --- offshore structure --- falling object collision --- similarity law --- scaled test --- finite element analysis --- fracture performance --- SBHS500 --- SM570 --- SM490 --- high strength steel --- notch --- reliability analysis --- ship local structure --- probabilistic simulation --- Kriging model --- Bayesian data fusion --- L-shaped column --- recycled aggregate concrete --- concrete-filled steel tube --- eccentric compression --- finite element model --- suspender --- steel arch bridge --- fatigue life --- overloaded rate --- finite element --- corrugated steel plate shear wall --- damage state --- repair state --- fragility function --- probabilistic assessment --- partially connected steel plate shear wall --- shear strength --- connectivity ratio --- finite element method --- design formula --- pipe-in-pipe system --- global buckling --- the sleeper-distributed buoyancy method --- active control --- pipeline design --- orthotropic steel deck --- crack propagation --- fatigue performance --- arch structure --- stability behavior --- spatial grid arch structure --- stability analysis --- initial imperfections --- nonlinear factors --- ultimate load-carrying capacity --- structural steel --- elevated temperatures --- cooling-down method --- cyclic performance --- skeleton curve --- n/a --- ductile crack --- high-strength steel --- low-stress triaxiality --- modified N-VG model
Choose an application
This reprint provides an international forum for the presentation and discussion of the latest developments in structural-steel research and its applications. The topics of this reprint include the modelling, testing and practice of steel structures and steel-based composite structures. A total of 17 high-quality, original papers dealing with all aspects of steel-structures research, including modelling, testing, and construction research on material properties, components, assemblages, connection, and structural behaviors, are included for publication.
shear dampers --- steel tube dampers --- low cycle cyclic load --- mechanical properties --- energy dissipation capacity --- data analysis --- artificial neural network (ANN) --- chemical composition of welds --- data augmentation technique --- bolted ball-cylinder joints --- FE analysis --- elevated temperature --- parametric study --- design methods --- steel plate wall --- diagonal stiffener --- torsional stiffness --- elastic buckling --- threshold stiffness --- digital twin --- Dijkstra algorithm --- prestressed steel structure --- material allocation --- intelligent planning --- construction management --- random forest --- influencing factors --- intelligent analysis --- offshore structure --- falling object collision --- similarity law --- scaled test --- finite element analysis --- fracture performance --- SBHS500 --- SM570 --- SM490 --- high strength steel --- notch --- reliability analysis --- ship local structure --- probabilistic simulation --- Kriging model --- Bayesian data fusion --- L-shaped column --- recycled aggregate concrete --- concrete-filled steel tube --- eccentric compression --- finite element model --- suspender --- steel arch bridge --- fatigue life --- overloaded rate --- finite element --- corrugated steel plate shear wall --- damage state --- repair state --- fragility function --- probabilistic assessment --- partially connected steel plate shear wall --- shear strength --- connectivity ratio --- finite element method --- design formula --- pipe-in-pipe system --- global buckling --- the sleeper-distributed buoyancy method --- active control --- pipeline design --- orthotropic steel deck --- crack propagation --- fatigue performance --- arch structure --- stability behavior --- spatial grid arch structure --- stability analysis --- initial imperfections --- nonlinear factors --- ultimate load-carrying capacity --- structural steel --- elevated temperatures --- cooling-down method --- cyclic performance --- skeleton curve --- n/a --- ductile crack --- high-strength steel --- low-stress triaxiality --- modified N-VG model
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