Listing 1 - 7 of 7 |
Sort by
|
Choose an application
Passive vibration control plays a crucial role in structural engineering. Common solutions include seismic isolation and damping systems with various kinds of devices, such as viscous, viscoelastic, hysteretic, and friction dampers. These strategies have been widely utilized in engineering practice, and their efficacy has been demonstrated in mitigating damage and preventing the collapse of buildings, bridges, and industrial facilities. However, there is a need for more sophisticated analytical and numerical tools to design structures equipped with optimally configured devices. On the other hand, the family of devices and dissipative elements used for structural protection keeps evolving, because of growing performance demands and new progress achieved in materials science and mechanical engineering. This Special Issue collects 13 contributions related to the development and application of passive vibration control strategies for structures, covering both traditional and innovative devices. In particular, the contributions concern experimental and theoretical investigations of high-efficiency dampers and isolation bearings; optimization of conventional and innovative energy dissipation devices; performance-based and probability-based design of damped structures; application of nonlinear dynamics, random vibration theory, and modern control theory to the design of structures with passive energy dissipation systems; and critical discussion of implemented isolation/damping technologies in significant or emblematic engineering projects.
History of engineering & technology --- stay cable --- vibration control --- hybrid control --- inertial mass damper --- viscous damper --- passive vibration control --- inerter system --- cable bracing --- parametric study --- optimal design --- tuned mass damper --- inerter --- high-rise buildings --- wind tunnel test --- wind-induced response --- structural control --- synchronous multi-point pressure measurement --- seismic protection --- displacement-dependent damping --- stochastic dynamic analysis --- metal damper --- performance parameter --- cyclic loading test --- hysteretic behavior --- energy dissipation capability --- multi-degree of freedom --- graphical approach --- suspension bridges --- seismic test --- pushover test --- precast concrete structure --- shake table --- Base-Isolated Buildings --- bearing displacement --- STMD --- MTMDs --- d-MTMDs --- incremental dynamic analysis --- earthquake --- energy dissipation --- “double-step” characteristics --- stiffness lifting --- seismic performance --- horizontal connection --- prefabricated shear wall structural systems --- high-tech factory --- lead rubber bearing --- moving crane --- soil structure interaction --- vibration --- wind load --- motion-based design --- uncertainty conditions --- constrained multi-objective optimization --- reliability analysis --- passive structural control --- cable-stayed bridges --- adjacent buildings --- seismic pounding --- energy-dissipation systems --- distributed damping systems --- optimal placement --- multibuilding systems --- hybrid genetic algorithm --- parallel computing --- pounding protection --- seismic isolation --- energy dissipation devices --- negative stiffness device --- damped structures
Choose an application
Exceptional loads on buildings and structures are known to take origin and manifest from different causes, like natural hazards and possible high-strain dynamic effects, human-made attacks and impact issues for load-bearing components, possible accidents, and even unfavorable/extreme operational conditions. All these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated analysis methods and performance indicators are required for the design and maintenance under the expected lifetime. Typical issues and challenges can find huge efforts and clarification in research studies, which are able to address with experiments and/or numerical analyses the expected performance and capacity of a given structural system, with respect to demands. Accordingly, especially for existing structures or strategic buildings, the need for retrofit or mitigation of adverse effects suggests the definition of optimal and safe use of innovative materials, techniques, and procedures. This Special Issue follows the first successful edition and confirms the need of continuous research efforts in support of building design under extreme loads, with a list of original research papers focused on various key aspects of structural performance assessment for buildings and systems under exceptional design actions and operational conditions.
Technology: general issues --- History of engineering & technology --- blast loads --- slab-column joints --- prediction model --- damage level --- progressive collapse --- steel beam-to-column connections --- catenary mechanism --- double-span assemblies --- stiffness degradation --- timber-to-timber composite (TCC) joints --- push-out (PO) test setup --- inclined self-tapping screws (STSs) --- finite-element (FE) method --- cohesive zone modelling (CZM) method --- boundaries --- friction --- sensitivity study --- prototype abutment --- non-destructive test --- surcharge load --- mode number --- scour --- steel truss --- roof structure --- partial collapse --- finite element analysis --- lightning strike --- cable-stayed bridge --- social disaster --- blast scenario --- blast analysis --- LS-DYNA --- balau wood --- cross-arm --- transmission tower --- bracing system --- creep --- findley’s power law model --- burger model --- top-seat angle connections (TSACW) --- component-based models --- initial stiffness --- ultimate moment capacity --- moment-rotation relation --- artificial neural network (ANN) --- sensitivity analysis (SA) --- reinforced concrete column --- multi-column pier --- seismic behavior --- lap-splice --- transverse reinforcement --- plastic hinge --- ductility --- bonded-in rod (BiR) connections --- adhesives --- fracture modes --- moisture --- experiments --- linear elastic fracture mechanics (LEFM) --- analytical model --- aeroelastic experiments --- experimental uncertainty --- singular value decomposition --- correlation field --- cathedral --- foundation rehabilitation --- jacked-in piles --- soil injection --- cracks --- masonry --- differential equation of motion --- Legendre–Galerkin matrix (LGM) method --- algebraic polynomials --- single degree of freedom (SDOF) --- multi degree of freedom (MDOF) --- n/a --- findley's power law model --- Legendre-Galerkin matrix (LGM) method
Choose an application
Passive vibration control plays a crucial role in structural engineering. Common solutions include seismic isolation and damping systems with various kinds of devices, such as viscous, viscoelastic, hysteretic, and friction dampers. These strategies have been widely utilized in engineering practice, and their efficacy has been demonstrated in mitigating damage and preventing the collapse of buildings, bridges, and industrial facilities. However, there is a need for more sophisticated analytical and numerical tools to design structures equipped with optimally configured devices. On the other hand, the family of devices and dissipative elements used for structural protection keeps evolving, because of growing performance demands and new progress achieved in materials science and mechanical engineering. This Special Issue collects 13 contributions related to the development and application of passive vibration control strategies for structures, covering both traditional and innovative devices. In particular, the contributions concern experimental and theoretical investigations of high-efficiency dampers and isolation bearings; optimization of conventional and innovative energy dissipation devices; performance-based and probability-based design of damped structures; application of nonlinear dynamics, random vibration theory, and modern control theory to the design of structures with passive energy dissipation systems; and critical discussion of implemented isolation/damping technologies in significant or emblematic engineering projects.
stay cable --- vibration control --- hybrid control --- inertial mass damper --- viscous damper --- passive vibration control --- inerter system --- cable bracing --- parametric study --- optimal design --- tuned mass damper --- inerter --- high-rise buildings --- wind tunnel test --- wind-induced response --- structural control --- synchronous multi-point pressure measurement --- seismic protection --- displacement-dependent damping --- stochastic dynamic analysis --- metal damper --- performance parameter --- cyclic loading test --- hysteretic behavior --- energy dissipation capability --- multi-degree of freedom --- graphical approach --- suspension bridges --- seismic test --- pushover test --- precast concrete structure --- shake table --- Base-Isolated Buildings --- bearing displacement --- STMD --- MTMDs --- d-MTMDs --- incremental dynamic analysis --- earthquake --- energy dissipation --- “double-step” characteristics --- stiffness lifting --- seismic performance --- horizontal connection --- prefabricated shear wall structural systems --- high-tech factory --- lead rubber bearing --- moving crane --- soil structure interaction --- vibration --- wind load --- motion-based design --- uncertainty conditions --- constrained multi-objective optimization --- reliability analysis --- passive structural control --- cable-stayed bridges --- adjacent buildings --- seismic pounding --- energy-dissipation systems --- distributed damping systems --- optimal placement --- multibuilding systems --- hybrid genetic algorithm --- parallel computing --- pounding protection --- seismic isolation --- energy dissipation devices --- negative stiffness device --- damped structures
Choose an application
Exceptional loads on buildings and structures are known to take origin and manifest from different causes, like natural hazards and possible high-strain dynamic effects, human-made attacks and impact issues for load-bearing components, possible accidents, and even unfavorable/extreme operational conditions. All these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated analysis methods and performance indicators are required for the design and maintenance under the expected lifetime. Typical issues and challenges can find huge efforts and clarification in research studies, which are able to address with experiments and/or numerical analyses the expected performance and capacity of a given structural system, with respect to demands. Accordingly, especially for existing structures or strategic buildings, the need for retrofit or mitigation of adverse effects suggests the definition of optimal and safe use of innovative materials, techniques, and procedures. This Special Issue follows the first successful edition and confirms the need of continuous research efforts in support of building design under extreme loads, with a list of original research papers focused on various key aspects of structural performance assessment for buildings and systems under exceptional design actions and operational conditions.
blast loads --- slab-column joints --- prediction model --- damage level --- progressive collapse --- steel beam-to-column connections --- catenary mechanism --- double-span assemblies --- stiffness degradation --- timber-to-timber composite (TCC) joints --- push-out (PO) test setup --- inclined self-tapping screws (STSs) --- finite-element (FE) method --- cohesive zone modelling (CZM) method --- boundaries --- friction --- sensitivity study --- prototype abutment --- non-destructive test --- surcharge load --- mode number --- scour --- steel truss --- roof structure --- partial collapse --- finite element analysis --- lightning strike --- cable-stayed bridge --- social disaster --- blast scenario --- blast analysis --- LS-DYNA --- balau wood --- cross-arm --- transmission tower --- bracing system --- creep --- findley’s power law model --- burger model --- top-seat angle connections (TSACW) --- component-based models --- initial stiffness --- ultimate moment capacity --- moment-rotation relation --- artificial neural network (ANN) --- sensitivity analysis (SA) --- reinforced concrete column --- multi-column pier --- seismic behavior --- lap-splice --- transverse reinforcement --- plastic hinge --- ductility --- bonded-in rod (BiR) connections --- adhesives --- fracture modes --- moisture --- experiments --- linear elastic fracture mechanics (LEFM) --- analytical model --- aeroelastic experiments --- experimental uncertainty --- singular value decomposition --- correlation field --- cathedral --- foundation rehabilitation --- jacked-in piles --- soil injection --- cracks --- masonry --- differential equation of motion --- Legendre–Galerkin matrix (LGM) method --- algebraic polynomials --- single degree of freedom (SDOF) --- multi degree of freedom (MDOF) --- n/a --- findley's power law model --- Legendre-Galerkin matrix (LGM) method
Choose an application
Passive vibration control plays a crucial role in structural engineering. Common solutions include seismic isolation and damping systems with various kinds of devices, such as viscous, viscoelastic, hysteretic, and friction dampers. These strategies have been widely utilized in engineering practice, and their efficacy has been demonstrated in mitigating damage and preventing the collapse of buildings, bridges, and industrial facilities. However, there is a need for more sophisticated analytical and numerical tools to design structures equipped with optimally configured devices. On the other hand, the family of devices and dissipative elements used for structural protection keeps evolving, because of growing performance demands and new progress achieved in materials science and mechanical engineering. This Special Issue collects 13 contributions related to the development and application of passive vibration control strategies for structures, covering both traditional and innovative devices. In particular, the contributions concern experimental and theoretical investigations of high-efficiency dampers and isolation bearings; optimization of conventional and innovative energy dissipation devices; performance-based and probability-based design of damped structures; application of nonlinear dynamics, random vibration theory, and modern control theory to the design of structures with passive energy dissipation systems; and critical discussion of implemented isolation/damping technologies in significant or emblematic engineering projects.
History of engineering & technology --- stay cable --- vibration control --- hybrid control --- inertial mass damper --- viscous damper --- passive vibration control --- inerter system --- cable bracing --- parametric study --- optimal design --- tuned mass damper --- inerter --- high-rise buildings --- wind tunnel test --- wind-induced response --- structural control --- synchronous multi-point pressure measurement --- seismic protection --- displacement-dependent damping --- stochastic dynamic analysis --- metal damper --- performance parameter --- cyclic loading test --- hysteretic behavior --- energy dissipation capability --- multi-degree of freedom --- graphical approach --- suspension bridges --- seismic test --- pushover test --- precast concrete structure --- shake table --- Base-Isolated Buildings --- bearing displacement --- STMD --- MTMDs --- d-MTMDs --- incremental dynamic analysis --- earthquake --- energy dissipation --- “double-step” characteristics --- stiffness lifting --- seismic performance --- horizontal connection --- prefabricated shear wall structural systems --- high-tech factory --- lead rubber bearing --- moving crane --- soil structure interaction --- vibration --- wind load --- motion-based design --- uncertainty conditions --- constrained multi-objective optimization --- reliability analysis --- passive structural control --- cable-stayed bridges --- adjacent buildings --- seismic pounding --- energy-dissipation systems --- distributed damping systems --- optimal placement --- multibuilding systems --- hybrid genetic algorithm --- parallel computing --- pounding protection --- seismic isolation --- energy dissipation devices --- negative stiffness device --- damped structures
Choose an application
Exceptional loads on buildings and structures are known to take origin and manifest from different causes, like natural hazards and possible high-strain dynamic effects, human-made attacks and impact issues for load-bearing components, possible accidents, and even unfavorable/extreme operational conditions. All these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated analysis methods and performance indicators are required for the design and maintenance under the expected lifetime. Typical issues and challenges can find huge efforts and clarification in research studies, which are able to address with experiments and/or numerical analyses the expected performance and capacity of a given structural system, with respect to demands. Accordingly, especially for existing structures or strategic buildings, the need for retrofit or mitigation of adverse effects suggests the definition of optimal and safe use of innovative materials, techniques, and procedures. This Special Issue follows the first successful edition and confirms the need of continuous research efforts in support of building design under extreme loads, with a list of original research papers focused on various key aspects of structural performance assessment for buildings and systems under exceptional design actions and operational conditions.
Technology: general issues --- History of engineering & technology --- blast loads --- slab-column joints --- prediction model --- damage level --- progressive collapse --- steel beam-to-column connections --- catenary mechanism --- double-span assemblies --- stiffness degradation --- timber-to-timber composite (TCC) joints --- push-out (PO) test setup --- inclined self-tapping screws (STSs) --- finite-element (FE) method --- cohesive zone modelling (CZM) method --- boundaries --- friction --- sensitivity study --- prototype abutment --- non-destructive test --- surcharge load --- mode number --- scour --- steel truss --- roof structure --- partial collapse --- finite element analysis --- lightning strike --- cable-stayed bridge --- social disaster --- blast scenario --- blast analysis --- LS-DYNA --- balau wood --- cross-arm --- transmission tower --- bracing system --- creep --- findley's power law model --- burger model --- top-seat angle connections (TSACW) --- component-based models --- initial stiffness --- ultimate moment capacity --- moment-rotation relation --- artificial neural network (ANN) --- sensitivity analysis (SA) --- reinforced concrete column --- multi-column pier --- seismic behavior --- lap-splice --- transverse reinforcement --- plastic hinge --- ductility --- bonded-in rod (BiR) connections --- adhesives --- fracture modes --- moisture --- experiments --- linear elastic fracture mechanics (LEFM) --- analytical model --- aeroelastic experiments --- experimental uncertainty --- singular value decomposition --- correlation field --- cathedral --- foundation rehabilitation --- jacked-in piles --- soil injection --- cracks --- masonry --- differential equation of motion --- Legendre-Galerkin matrix (LGM) method --- algebraic polynomials --- single degree of freedom (SDOF) --- multi degree of freedom (MDOF)
Choose an application
This collection represents successful invited submissions from the papers presented at the 8th Annual Conference of Energy Economics and Management held in Beijing, China, 22-24 September 2017. With over 500 participants, the conference was co-hosted by the Management Science Department of National Natural Science Foundation of China, the Chinese Society of Energy Economics and Management, and Renmin University of China on the subject area of "Energy Transition of China: Opportunities and Challenges". The major strategies to transform the energy system of China to a sustainable model include energy/economic structure adjustment, resource conservation, and technology innovation. Accordingly, the conference and its associated publications encourage research to address the major issues faced in supporting the energy transition of China. Papers published in this collection cover the broad spectrum of energy economics issues, including building energy efficiency, industrial energy demand, public policies to promote new energy technologies, power system control technology, emission reduction policies in energy-intensive industries, emission measurements of cities, energy price movement, and the impact of new energy vehicle.
Listing 1 - 7 of 7 |
Sort by
|