@article{Lizounov1997,
  author    = {Lizounov, P. P.},
  title     = {Dynamics of solid and deformable Bodies Systems at complex Movements},
  doi       = {10.25643/bauhaus-universitaet.541},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-5410},
  year      = {1997},
  abstract  = {Analytical models, describing oscillations of systems of interconnected solid and deformable bodies,making a complex movement in fields of inertia forces and gravitation forces, are resulted. Method of numerical investigation of dynamics of the specified systems, based on sharing of parameter prolongation method, Newton-Kantorovich algorithm, Flocke and Liapunov hteories, is developed. On the basis of constructed analytical models and numerical techniques a new, practically important problems of dynamics of systems, consisting of solid bodies, flexible rods, membranes and soft shells, which make a complex movement in fields of forces of inertia and gravity are solved. The received results are used during designing of responsible elements of structures, making a complex movement, which find application in construction and mechanical engineering.},
  subject      = {Festk{\"o}rpermechanik},
  language  = {en}
}
@article{MelnikovKadashevichSemenov1997,
  author    = {Melnikov, B. E. and Kadashevich, I. Y. and Semenov, Artem},
  title     = {Damage of Metalworkses under the Complex Varying Loading},
  doi       = {10.25643/bauhaus-universitaet.540},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-5409},
  year      = {1997},
  abstract  = {The phenomenological and computational aspects of the various damage models applications for the low and multi cyclic fatigue processes are investigated. Damage is considered as internal state variable, describing macroscopic effects of the progressive material degradation, within the framework of continuum damage mechanics. Present analysis is restricted to the case of isotropic damage, which can be modeled by a scalar variable. The strain, force and power types of kinetic equations for the damage evolution description are considered. The original mixed strain-power type damage model is developed for taking into account the different physical fracture mechanism in monotone and cyclic loading. The constitutive equations of plastic flow theory coupled and uncoupled to damage has been considered. The rational algorithm of implementation into finite element code is considered for developed damage models. Set of the computational experiments has been carried out for the various structures (huge aerials, pipelines, fastening units, vessel of nuclear reactor) and cases of loading. The comparison of the predictions of the developed model with experimental data is performed for 1X18H10T steel tubular specimens for complex paths of loading and for complex profiles beams under cyclic loading. Damage field distribution is the basic information for the prediction of crack initiation in structures. The developed method of structural parameter for stress concentration zones is discussed for correcting of crack location. It allows to describe the crack initiation near surface domain as observe in numerous experiments.},
  subject      = {Stahlkonstruktion},
  language  = {en}
}
@article{KazakevitchKulyabkoDubichvost1997,
  author    = {Kazakevitch, M. I. and Kulyabko, V. V. and Dubichvost, A. A.},
  title     = {The discrete dynamic Models of the Interaction of complex - composite Structures with the dynamic Loads},
  doi       = {10.25643/bauhaus-universitaet.521},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-5219},
  year      = {1997},
  abstract  = {In the given paper the generalized formulation of the problem of computer modelling of the complex-composite structure interaction with different types of dynamic loads and effects is discussed. Here the analysis is given as for the usage of some universal computing systems for the solution of such problems. Also if is shown that the quantification of the dynamic models of the complex-composite systems with the variable structure, depending on the character and intensivity of the effects, is necessary. The different variants of the joint and the space structure element modelling are gested. It allows to consider the complex modes of the joint bending-torsional oscillations of such structures as bridges, towers, high-rise buildings. The peculiarities of the modelling and testing of some problems of the objects aerodynamics and the interaction of the frameworks constructions with shock and movable loads are considered. In this paper the examples of the complex-composite structure dynamic analysis are shown. It is achieved by means of some special methods of the input of the real inducements and loads of the exploitated analog-object into the computing model. The suggested models found a wide use both at the design of new structures and the dynamic monitoring of the exploitated structures.},
  subject      = {Verbundtragwerk},
  language  = {en}
}
@article{Volkova2004,
  author    = {Volkova, Viktorija},
  title     = {The analysis of dynamic behaviour of pre-stressed systems under polyharmonic excitations},
  doi       = {10.25643/bauhaus-universitaet.265},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2656},
  year      = {2004},
  abstract  = {Pre-stressed structural elements are widely used in large-span structures. As a rule, they have higher stiffness characteristics. Pre-stressed rods can be applied as girders of different purpose, and as their separate parts, e.g. rods of trusses and frames. Among numerous ways of prestressing the compression of girders, trusses, and frames by tightenings from high-strength materials is under common application.},
  subject      = {Verkehrsplanung},
  language  = {en}
}
@article{KangMiranda2004,
  author    = {Kang, Shihchung and Miranda, Eduardo},
  title     = {Physics Based Model for Simulating the Dynamics of Tower Cranes},
  doi       = {10.25643/bauhaus-universitaet.240},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2409},
  year      = {2004},
  abstract  = {The goal of the research is to increase the understanding of dynamic behaviors during the crane operation, and develops computer-aided methods to improve the training of crane operators. There are approximately 125,000 cranes in operation today in the construction industry, responsible for major portion of erection activities. Unfortunately, many accidents occur every year in the U.S. and other countries related to the operation of cranes in construction sites. For example on November 28, 1989 a tower crane collapse during the construction of a building in San Francisco killing four construction workers, one civilian and injuring 28. According to the statistics from Occupational Safety Health Administration (OSHA), there were 137 crane-related fatalities from 1992 to 2001 in the US. A well-known internet website that keeps track of crane-related accidents (craneaccidents.com), reports 516 accidents and 277 fatalities from 2000 to 2002. These statistics show that even though many measures have been taken to decrease the number of crane-related accidents (Braam, 2002), the number of crane related accidents is still very large. It is important to recognize that each construction related fatality is not only a great human loss but also increases the costs of insurance, lawsuits, and the construction budget due to delay of a project (Paulson 1992)...},
  subject      = {Produktmodell},
  language  = {en}
}