The research project "Development of applicable methods for evaluating the safety of offshore structures" was initiated in August 1984. It is in 1985 supported by Danish Ministry of Energy with D. kr. 380.000. The results obtained will be published in a series of papers. The first paper [1] was published in January 1985 and describes the computer programme package UNZIP by which the reliability of 3-dimensional structures can be evaluated. The present paper describes progress made during the first four months of 1985. A new program package called MEKBETA is described. By this program fundamental mechanisms can be identified automatically. Also significant mechanisms in plane and space frame and lattice structures are identified automaticall...
This paper considers the problem of damage assessment of civil engineering structures using statisti...
This dissertation focuses on the development of a methodology for assessment of the safety of existi...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...
For the last two decades we have seen an increasing interest in applying structural reliability theo...
This report describes the results of an analysis of the ambient response data collected from a Venez...
For the last two decades we have seen an increasing interest in applying structural reliability theo...
In this paper it is shown how an inspection-based evaluation of a Danish road bridge may be performe...
The structural integrity of a multi-pile offshore platform is investigated by using a vibration base...
Identification of optimum reliability levels for coastal structures is considered. A class of breakw...
In the Danish part of the North Sea it has been found that marginal fields can be exploited using mo...
In this paper structural elements from an optimization point of view are considered, i.e. only the g...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
The subject of the paper is the investigation of the sensitivity of structural reliability estimatio...
A procedure for lifetime assesment of the reliability of short concrete slab bridges is presented in...
The paper presents a new system for implementation of target reliability in caisson breakwater desig...
This paper considers the problem of damage assessment of civil engineering structures using statisti...
This dissertation focuses on the development of a methodology for assessment of the safety of existi...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...
For the last two decades we have seen an increasing interest in applying structural reliability theo...
This report describes the results of an analysis of the ambient response data collected from a Venez...
For the last two decades we have seen an increasing interest in applying structural reliability theo...
In this paper it is shown how an inspection-based evaluation of a Danish road bridge may be performe...
The structural integrity of a multi-pile offshore platform is investigated by using a vibration base...
Identification of optimum reliability levels for coastal structures is considered. A class of breakw...
In the Danish part of the North Sea it has been found that marginal fields can be exploited using mo...
In this paper structural elements from an optimization point of view are considered, i.e. only the g...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
The subject of the paper is the investigation of the sensitivity of structural reliability estimatio...
A procedure for lifetime assesment of the reliability of short concrete slab bridges is presented in...
The paper presents a new system for implementation of target reliability in caisson breakwater desig...
This paper considers the problem of damage assessment of civil engineering structures using statisti...
This dissertation focuses on the development of a methodology for assessment of the safety of existi...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...