3,906 research outputs found
Joint Deployment and Mobility Management of Energy Harvesting Small Cells in Heterogeneous Networks
Small heterogeneous cells have been introduced to improve the system capacity and provide the ubiquitous service requirements. In order to make flexible deployment and management of massive small cells, the utilization of self-powered small cell base stations with energy harvesting (EH-SCBSs) is becoming a promising solution due to low-cost expenditure. However, the deployment of static EH-SCBSs entails several intractable challenges in terms of the randomness of renewable energy arrival and dynamics of traffic load with spatio-temporal fluctuation. To tackle these challenges, we develop a tractable framework of the location deployment and mobility management of EH-SCBSs with various traffic load distributions an environmental energy models. In this paper, the joint optimization problem for location deployment and mobile management is investigated for maximizing the total system utility of both users and network operators. Since the formulated problem is a NP-hard problem, we propose a low-complex algorithm that decouples the joint optimization into the location updating approach and the association matching approach. A suboptimal solution for the optimization problem can be guaranteed using the iteration of two stage approaches. Performance evaluation shows that the proposed schemes can efficiently solve the target problems while striking a better overall system utility, compared with other traditional deployment and management strategies
Seismic Modeling and Incremental Dynamic Analysis of the Cold-Formed Steel Framed CFS-NEES Building
The objective of this paper is to present seismic modeling of a two-story cold-formed steel (CFS) framed building. The selected building, known as the CFSNEES building, was designed to current U.S. standards and then subjected to full-scale shake table tests under the U.S. National Science Foundation Network for Earthquake Engineering Simulation (NEES) program. Test results showed that the building’s stiffness and capacity was considerably higher than expected and the building suffered only non-structural damage and no permanent drift, even at maximum considered earthquake (per ASCE 7 and the selected California site) level. Past modeling, including that of the authors, largely focused on nonlinear hysteretic modeling of the shear walls. The test results indicate that additional building elements must be considered to develop an accurate characterization of the strength, stiffness, and ductility of the building. Advanced 3D models were developed in OpenSees to accurately depict the lateral response and included all structural and non-structural framing and sheathing, explicit diaphragm modeling, and nonlinear boundary conditions to capture bearing load paths. This paper details the modeling techniques adopted and typical results including comparison with experiments. The impact of the various modeling assumptions on the results is also explored to provide a measure of system sensitivity. In addition, incremental dynamic analysis was performed on the building model and the results post-processed consistent with the FEMA P695 protocol. For the CFS-NEES building, designed to current standards, results indicate that the advanced model predicts an acceptable collapse margin ratio. In the future, the modeling protocols established here provide a means to analyze a suite of CFS-framed archetype buildings and provide further insight on seismic response modification coefficients
Seismic Computational Analysis of CFS-NEES Building
The objective of this paper is to explore computational modeling of a coldformed steel framed building subjected to earthquake excitation. The selected two-story building will be subjected to full-scale motion on a shaking table in 2013 as part of the National Science Foundation funded Cold-Formed Steel – Network for Earthquake Engineering Simulation (CFS-NEES) project. The ledger-framed building employs load bearing cold-formed steel members throughout (wall, floors, and roofs) and employs OSB sheathed shear walls and an OSB sheathed diaphragm for the lateral force resisting system. Two- and three-dimensional analysis models capable of providing vibration, pushover, linear and nonlinear time history analysis are created in OpenSees. To date, the key nonlinearity investigated in the models is the characterization of the shear walls. The shear walls are either modeled as (a) elastic perfectly plastic, consistent with “state of the practice” level knowledge from AISI-S213 or (b) fully hysteretic with pinching and strength degradation based on shear walls tests conducted specifically for this building. The impact of the diaphragm stiffness is also investigated. Interaction of the lateral and gravity system, interaction of the joists, ledger, and walls, and the impact of openings on the diaphragm all remain for future work. The model is being employed to help determine the predicted experimental performance and develop key sensor targets in the response. In addition, the model will be used in incremental dynamic analysis to explore seismic performance-based design and sensitivity to model fidelity (2D, 3D, etc.) for cold-formed steel framed buildings
The impact of the Madden-Julian Oscillation on hydrological extremes
Extreme climate events such as severe droughts and floods have become more frequent and widespread in the 21st Century. Recent studies have revealed the tele-connections between Madden–Julian Oscillation (MJO) and extreme precipitation over different regions such as South America, India and China. This study investigates the influence of MJO on global extreme dry and wet conditions, and how the strength of the relationship changes across the MJO phases over the globe. The Evaporative Stress Index (ESI) calculated from global GLEAM evapotranspiration dataset is used to represent extreme dry and wet conditions. Strong correlations between MJO and extreme dry and wet conditions are found, particularly over monsoon regions such as South Asia, South America and East Africa. The underlying mechanism of the influence of MJO on extreme dry and wet conditions is associated with the variation of precipitation, air temperature and soil moisture modulated by the MJO. The study suggests that MJO impacts on extreme dry and wet conditions should be taken into account in investigation of droughts/floods around the world particularly over monsoon areas
Accounting for both electron--lattice and electron--electron coupling in conjugated polymers: minimum total energy calculations on the Hubbard--Peierls hamiltonian
Minimum total energy calculations, which account for both electron--lattice
and electron--electron interactions in conjugated polymers are performed for
chains with up to eight carbon atoms. These calculations are motivated in part
by recent experimental results on the spectroscopy of polyenes and conjugated
polymers and shed light on the longstanding question of the relative importance
of electron--lattice vs. electron--electron interactions in determining the
properties of these systems.Comment: 6 pages, Plain TeX, FRL-PSD-93GR
Velocity Map Imaging the Scattering Plane of Gas Surface Collisions
The ability of gas-surface dynamics studies to resolve the velocity
distribution of the scattered species in the 2D sacattering plane has been
limited by technical capabilities and only a few different approaches have been
explored in recent years. In comparison, gas-phase scattering studies have been
transformed by the near ubiquitous use of velocity map imaging. We describe an
innovative means of introducing a surface within the electric field of a
typical velocity map imaging experiment. The retention of optimum velocity
mapping conditions was demonstrated by measurements of iodomethane-d3
photodissociation and SIMION calculations. To demonstrate the systems
capabilities the velocity distributions of ammonia molecules scattered from a
PTFE surface have been measured for multiple product rotational states.Comment: 8 pages, 5 figures, to be submitted to journa
Analysis of rolling contact spall life in 440 C steel bearing rims
The results of a two year study of the mechanisms of spall failure in the HPOTP bearings are described. The objective was to build a foundation for detailed analyses of the contact life in terms of: cyclic plasticity, contact mechanics, spall nucleation, and spall growth. Since the laboratory rolling contact testing is carried out in the 3 ball/rod contact fatigue testing machine, the analysis of the contacts and contact lives produced in this machine received attention. The results from the experimentally observed growth lives are compared with calculated predictions derived from the fracture mechanics calculations
Orthogonal polynomials of discrete variable and Lie algebras of complex size matrices
We give a uniform interpretation of the classical continuous Chebyshev's and
Hahn's orthogonal polynomials of discrete variable in terms of Feigin's Lie
algebra gl(N), where N is any complex number. One can similarly interpret
Chebyshev's and Hahn's q-polynomials and introduce orthogonal polynomials
corresponding to Lie superlagebras.
We also describe the real forms of gl(N), quasi-finite modules over gl(N),
and conditions for unitarity of the quasi-finite modules. Analogs of tensors
over gl(N) are also introduced.Comment: 25 pages, LaTe
A model to explain angular distributions of and decays into and
BESIII data show a particular angular distribution for the decay of the
and mesons into the hyperons
and . More in details the angular distribution of
the decay exhibits an opposite trend
with respect to that of the other three channels: , and
. We define a model to explain the
origin of this phenomenon.Comment: 6 pages, 7 figures, to be published in Chinese Physics
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