Efficient and accurate delay calculation is very important in physical design, optimization and fast verification. In this paper we consider explicit delay calculation for RC interconnects with coupling capacitance. The formulae are derived using a simplified transfer function which offers enough accuracy. We have expressed coefficients of two pole transfer function in terms of circuit paramete...

This paper proposes an empirical modeling of the system formed by the riserplatform connection, in deep water. This connection has the objective of minimizing the acting bending moment, possesses high complexity and highcriticity due to economic and environmental consequences from its fault. The main element in the joint is made of elastomeric material, which reveals nonlinear hysteresis. In ad...

Many recent research studies focused on the development of innovative seismic resilient structures by chasing objectives minimising both damage and repair time, hence allowing definition able to go back undamaged, fully functional condition, in a short time. In this context, present study investigates an type self-centring damage-free steel column base (CB) connection its beneficial effects whe...

We prove Andrews-Beck type congruences for overpartitions concerning the $D$-rank and $M_2$-rank. To congruences, we establish generating function weighted (respectively, $M_2$-rank) moment of find a connection with second overpartitions.

We point out that the size of the photon single spin asymmetry in high–energy proton proton collisions with one transversely polarized proton can be related to d (2) , the twist three contribution to the second moment of g 2. Both quantities should be measured in the near future. The first was analysed by Qiu and Sterman, the second was estimated by Balitsky, Braun, and Kolesnichenko. Both expe...

Existing welded steel moment frames are designed to tolerate substantial yielding and plastic rotation under earthquake loads. This sacrificial design approach can lead to permanent, and often irreparable damage when interstory drifts exceed 2%. The experimental seismic performance of a 50% full-scale damage avoidance designed structural steel beam-column connection is presented. The beamcolumn...

Finite element method is employed to analyze the spherical vessel intersected by an oblique cylindrical nozzle. In this survey the stress and strain distributions on acute and obtuse sides of the connection under internal pressure are studied widely although axial and moment loadings on the nozzle are also studied briefly. Stress concentration factors for a wide range of geometrical ratios in t...

This study was performed in connection with the experiment planned by researchers from three institutions (Institute of Theoretical and Experimental Physics, Joint Institute for Nuclear Research, and the All-Russia Research Institute for Experimental Physics) to look for the magnetic moment of the electron neutrino [1]. This experiment is presumed to study the spectra of energy deposited in a d...