In recent years, the performance of digital computers has been improved by the rapid development of electronics at remarkable speed. In addition, substantial research has been carried out in developing numerical analysis techniques. Nowadays, a variety of problems in the engineering and scientific fields can be solved by using not only super computers but also personal computers. After the first book titled "Boundary Element" was published by Brebbia in 1978, the boundary element method (BEM) has been recognized as a powerful numerical technique which has some advantages over the finite...
In recent years, the performance of digital computers has been improved by the rapid development of electronics at remarkable speed. In addition, subs...
1. 1 Scope of the Study The detailed and reasonably accurate computation of large scale turbulent flows has become increasingly important in geophysical and engi neering applications in recent years. The definition of water quality management policies for reservoirs, lakes, estuaries, and coastal waters, as well as the design of cooling ponds and solar ponds, requires an ade quate quantitative description of turbulent flows. When the diffusion of some tracer (be it active, such as temperature or salinity, or passive, such as dissolved oxygen) is of relevance to a specific application, the...
1. 1 Scope of the Study The detailed and reasonably accurate computation of large scale turbulent flows has become increasingly important in geophysic...
This text deals with a new technique for the dynamic analysis of nonlinear structures, which allows engineers to deal with complex nonlinear problems in a systematic manner. It is especially relevant in dealing with offshore structures which are exposed to nonlinear forces due to waves.
This text deals with a new technique for the dynamic analysis of nonlinear structures, which allows engineers to deal with complex nonlinear problems ...
This book presents a method which is capable of evaluating the deformation characteristics of thin shell structures A free vibration analysis is chosen as a convenient means of studying the displacement behaviour of the shell, enabling it to deform naturally without imposing any particular loading conditions. The strain-displacement equations for thin shells of arbitrary geometry are developed. These relationships are expressed in general curvilinear coordinates and are formulated entirely in the framework of tensor calculus. The resulting theory is not restricted to shell structures...
This book presents a method which is capable of evaluating the deformation characteristics of thin shell structures A free vibration analysis is chose...
This book contains a selection of the lectures presented at the Euromech Colloquium 255, held at the Liborianum, Paderborn, from 31 October to 2 November 1989. The subject of the Colloquium "Thermal Effects in Fracture of Multiphase Materials" attracted about 50 scientists from 13 coun tries. Several well known scientists who are active in research on thermal effects in fracture proces ses were present at the Colloquium as lecturers (29 lectures were delivered) as well as valuable participants of the intensive discussions which took part during the sessions, coffe breaks and lunch times. The...
This book contains a selection of the lectures presented at the Euromech Colloquium 255, held at the Liborianum, Paderborn, from 31 October to 2 Novem...
The strong and continuing increase in airtraffic, the plans to build supersonicair- craftsand hypersonicspace-transportsystems, the developments ofhydrogentech- nology, andthe generalconcern onglobalchangeshave raised questionson effects of emissions from air traffic on the environment and especially the atmosphere aboveand shortlybelowthe tropopause. What are the consequences of watervap- our emissions on the formation of high clouds and global c1imate?What are the possibleeffectsofemissions on the ozonelayerin the stratosphere and uppertro- posphere?Which technological developments can help...
The strong and continuing increase in airtraffic, the plans to build supersonicair- craftsand hypersonicspace-transportsystems, the developments ofhyd...
This proceedings volume contains 33 papers presented at the 3rd Working Conference on "Rel iability and Optimization of Structural Systems," held at the University of California, Berkeley, California, USA, March 26 -28, 1990. The Working Conference was organised by the IFIP (Inter national Federation for Information Processing) Working Group 7.5 of Technical Committee 7 and was the third in a series, following similar conferences held at the University of Aalborg, Denmark, May 1987 and at the Imperial College, London, UK, September 1988. The Working Conference was attended by 48 participants...
This proceedings volume contains 33 papers presented at the 3rd Working Conference on "Rel iability and Optimization of Structural Systems," held at t...
These proceedings contain the texts of 37 contributions presented at the International Conference on Engineering Optimization in an Industrial Environment, which took place on 3 - 4 September 1990 at the Karlsruhe Nuclear Hesearch Center, I H Germany. The presentations consisted of oral and poster contributions arranged in five sessions: Shape and layout optimization Structural optimization with advanced materials Optimal designs with special structural and material beha viour Sensitivity analysis - Programme systems Optimization with stability constraints - Special problems The editors wish...
These proceedings contain the texts of 37 contributions presented at the International Conference on Engineering Optimization in an Industrial Environ...
Numerical techniques for solving many problems in continuum mechanics have experienced a tremendous growth in the last twenty years due to the development of large high speed computers. In particular, geomechanical stress analysis can now be modelled within a more realistic context. In spite of the fact that many applications in geomechanics are still being carried out applying linear theories, soil and rock materials have been demonstrated experimentally to be physically nonlinear. Soils do not recover their initial state after removal of temporary loads and rock does not deform in...
Numerical techniques for solving many problems in continuum mechanics have experienced a tremendous growth in the last twenty years due to the develop...