Creep gantry quay and accounting environment in its reconstruction

Quay gantry type calculates in the technical literature in the form of a frame with  hard rigel  and rigid stopping up of piles. To account for long-term durability of the structures in the plastic clay soils in the existing scheme is additionally used the equation of state of a Newtonian viscous fluid. In Its uses the coefficient of shear viscosity.The author used the proposed of the early engineering universal method of calculating berthing quays with respect to the thin walls,    secured of anchor piles. In the design scheme not used lower  secured racks, and counts up the stiffness characteristics of the soil, clarifying the nature of the work structures.To account for the operation of facilities in the plastic clay soils in the proposed scheme uses a different equation of state of a Newtonian viscous fluid. It uses the ratio of the coefficient of viscosity in compression of porous soil (coefficient of Trutona).This allows us to consider how long-term strength and displacement of the structure in time.Considers the issues of contamination and turbidity in the reconstruction of the gantry bulwark

Numerical simulation of the reconstruction bank-protection type grillage on canals and rivers of St. Petersburg

Abstract - Reconstruction of urban waterfronts in St. Petersburg, built in the beginning of the last century, is relevant. In the technical literature and departmental document each type of mooring hydraulic structure has its own method of calculation. Shown  the practical implementation of engineering universal method of calculating berthing quays. The proposed generalized model piles in the soil, which under the action of horizontal load rotates as a rigid body and at the same time bends as a flexible rod. Kind of movement depends on the flexural rigidity of the piles and stiffness of the soil. The position of the elastic line of the pile depends on the nature of the upper sealing.  The stiffness of soil from the entire cycle, the load on the piles is determined from the сurve the load‒ displacemen

Numerical simulation of urban berthing quays in a dense housing

Calculation of pile quay gantry type as a frame with rigid crossbarand a rigid beam, is a special case of the decision method, presented by N. Gersevanov. This method was widely used in the technical literature and regulatory documents. Translation of manual calculation on the computer almost retained the existing design scheme.Practical implementation of the engineering universal method offered early to calculation of mooring embankments in relation to a thin wall, is given by anchored inclined piles. In the calculation scheme bottom sealing is not used, and entered stiffness characteristics of the soil, clarifying the nature of the work structure.The obtained simplified solution determines the lateral pressure in the silo variable width. Engineering calculations showed that pressure is redistributed on the sheet pilling wall and  the inclined piles  from external soil pressure.Comparative calculations, taking into account the deformation characteristics of the soil showed a significant impact on efforts in the elements of the embankment compared to method N. Gersevanov

Marktwirtschaft in der Sowjetunion: Stand nach sechs Perestroika-Jahren

SIGLEAvailable from Bibliothek des Instituts fuer Weltwirtschaft, ZBW, Duesternbrook Weg 120, D-24105 Kiel C 172436 / FIZ - Fachinformationszzentrum Karlsruhe / TIB - Technische InformationsbibliothekDEGerman

Zur finanziellen Situation der russischen Regionen

Summary in EnglishAvailable from Bibliothek des Instituts fuer Weltwirtschaft, ZBW, Duesternbrook Weg 120, D-24105 Kiel W 127 (1996.39) / FIZ - Fachinformationszzentrum Karlsruhe / TIB - Technische InformationsbibliothekSIGLEDEGerman

Regionen Russlands als Unternehmensstandorte

SIGLEAvailable from Bibliothek des Instituts fuer Weltwirtschaft, ZBW, Duesternbrook Weg 120, D-24105 Kiel C 196895 / FIZ - Fachinformationszzentrum Karlsruhe / TIB - Technische InformationsbibliothekDEGerman

Contracting in a void : the role of the banking sector in developing property rights in Russia

Despite a history of autocratic and uneven governance, resulting in erratic development of key economic institutions, the financial sector in Russia has been a consistent bright spot in the country’s history. In particular, the banking sector thrived during the Tsarist era and, despite a long hiatus during communism, is now a developed and modern system similar to that in advanced economies. This paper examines the history of financial sector development in Russia, with an emphasis on the role of the banking sector in substituting for other institutional failings within the economy. In particular, we assert that bank deposits in Russia served as ersatz property rights in a low-quality institutional environment, representing an alternative institutional framework to the country’s consistently repressive governance. Using time-series techniques on banking data in Russia during its transition period, our econometric results show that deposits in the banking sector did in fact correlate strongly with declines in property rights, even after controlling for a host of plausible other explanations. We conclude that the persistence of bank deposits as the preferred financial instrument of consumers is because they provide incipient property rights when the Russian government refused (or was unable) to