26,144 research outputs found

    BANKING SECTOR REFORMS AND EQUITY - A SUB-REGIONAL ANALYSIS IN ANDHRA PRADESH

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    The changes in government policies are continuous to correct the ill effects of its earlier policies. In this study an attempt is made to examine the equity aspect due to reforms in the banking sector at sub-regional level in the state of Andhra Pradesh covering the period 1985 to 2004. The analysis indicates that the share of rural areas in number of branches, number of accounts, deposits and credit declined during pre and post liberalisation periods. Despite declining shares in most of the parameters especially those of credit and deposits, there is positive growth in both the periods. However, the growth of these parameters is more in urban areas. The distribution of credit among the sectors indicates that the share of agricultural sector in accounts and credit declined during pre and post liberalisation periods. The share of agricultural credit declined in all the regions during pre and post liberalisation periods. This is true with respect to credit and number of credit accounts. In the case of other sectors, the share in accounts and credit increased in both the periods. Though, the share in the agriculture sector declined in all the regions, per account credit increased in all the regions during both the periods. It may be concluded that liberalisation has increased inequalities. But the rate of increase in inequalities is arrested to a certain extent in the recent past. But if one looks at the growth of credit given to different sectors and growth of credit in rural and urban areas, one may not come to this kind of conclusion.Banking Sector Reforms, Equity, Andhra Pradesh

    Nonlinear probabilistic finite element models of laminated composite shells

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    A probabilistic finite element analysis procedure for laminated composite shells has been developed. A total Lagrangian finite element formulation, employing a degenerated 3-D laminated composite shell with the full Green-Lagrange strains and first-order shear deformable kinematics, forms the modeling foundation. The first-order second-moment technique for probabilistic finite element analysis of random fields is employed and results are presented in the form of mean and variance of the structural response. The effects of material nonlinearity are included through the use of a rate-independent anisotropic plasticity formulation with the macroscopic point of view. Both ply-level and micromechanics-level random variables can be selected, the latter by means of the Aboudi micromechanics model. A number of sample problems are solved to verify the accuracy of the procedures developed and to quantify the variability of certain material type/structure combinations. Experimental data is compared in many cases, and the Monte Carlo simulation method is used to check the probabilistic results. In general, the procedure is quite effective in modeling the mean and variance response of the linear and nonlinear behavior of laminated composite shells

    Controllability of inherently damped large flexible space structures

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    Graph theoretic techniques are used to study controllability of linear systems which represent large flexible orbiting space systems with inherent damping. The controllability of the pair of matrices representing the system state and control influence matrices is assured when all states in the model are reachable in a digraph sense from at least one input and also when the term rank of a Boolean matrix whose non trivial components are based on the state and control influence matrices has a term rank of the order of the state vector. The damping matrix does not influence the required number of actuators but gives flexibility to the possibility locations of the actuators for which the system is controllable

    The role of shear in dissipative gravitational collapse

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    In this paper we investigate the physics of a radiating star undergoing dissipative collapse in the form of a radial heat flux. Our treatment clearly demonstrates how the presence of shear affects the collapse process; we are in a position to contrast the physical features of the collapsing sphere in the presence of shear with the shear-free case. By employing a causal heat transport equation of the Maxwell-Cattaneo form we show that the shear leads to an enhancement of the core temperature thus emphasizing that relaxational effects cannot be ignored when the star leaves hydrostatic equilibrium.Comment: 15 pages, To appear in Int. J. Mod. Phys.

    The dynamics and control of large flexible space structures, 2. Part A: Shape and orientation control using point actuators

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    The equations of planar motion for a flexible beam in orbit which includes the effects of gravity gradient torques and control torques from point actuators located along the beam was developed. Two classes of theorems are applied to the linearized form of these equations to establish necessary conditions for controlability for preselected actuator configurations. The feedback gains are selected: (1) based on the decoupling of the original coordinates and to obtain proper damping, and (2) by applying the linear regulator problem to the individual model coordinates separately. The linear control laws obtained using both techniques were evaluated by numerical integration of the nonlinear system equations. Numerical examples considering pitch and various number of modes with different combination of actuator numbers and locations are presented. The independent model control concept used earlier with a discretized model of the thin beam in orbit was reviewed for the case where the number of actuators is less than the number of modes. Results indicate that although the system is controllable it is not stable about the nominal (local vertical) orientation when the control is based on modal decoupling. An alternate control law not based on modal decoupling ensures stability of all the modes

    On the shape and orientation control of an orbiting shallow spherical shell structure

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    The dynamics of orbiting shallow flexible spherical shell structures under the influence of control actuators was studied. Control laws are developed to provide both attitude and shape control of the structure. The elastic modal frequencies for the fundamental and lower modes are closely grouped due to the effect of the shell curvature. The shell is gravity stabilized by a spring loaded dumbbell type damper attached at its apex. Control laws are developed based on the pole clustering techniques. Savings in fuel consumption can be realized by using the hybrid shell dumbbell system together with point actuators. It is indicated that instability may result by not including the orbital and first order gravity gradient effects in the plant prior to control law design

    On the shape and orientation control of an orbiting shallow spherical shell structure

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    A proposed method for controlling the shape and orientation of very large shallow dish type receiver/reflectors to be used in communication, radiometry and in electronic orbital based mail systems involves connecting a rigid light weight dumbell with heavy tip masses to the shell at its apex by a spring loaded double gimballed joint with dampling. To completely damp the system transient motion in all of the important lower frequency modes, an active control system is required. A mathematical model is extended to include the effects of point actuators located at preselected positions on the shell surface. The formulation of the uncontrolled dynamics assumes an a priori knowledge of the frequencies of all the elastic modes to be incorporated within the system model. As an example, three rigid body modes and six elastic modes are included in the model and six actuators are assumed, none of which lies on a nodal line or circle

    A Note On Line Graphs

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    In this note we define two generalizations of the line graph and obtain some results. Also, we mark some open problems
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