International Code Council's 1997 Uniform Building Code, Vol. 2: Structural Engineering PDF

By International Code Council

ISBN-10: 1884590896

ISBN-13: 9781884590894

The Uniform construction Code is devoted to the advance of higher development building and larger safeguard to the general public by means of uniformity in development legislation. The code is based on broad-based rules that make attainable using new fabrics and new building structures.

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Additional resources for 1997 Uniform Building Code, Vol. 2: Structural Engineering Design Provisions

Sample text

The model uncertainty of a specific theory could be established from comparison with measurements when they are available, as was done for example in (Guedes Soares and Moan, 1983). Although this problem was originally fonnulated for the response of marine structures to wave spectra, the general framework is applicable to other cases such as for example the response of tall buildings or bridges to wind gust loading the response of structures to earthquake excitation. MODEL UNCERTAINTY IN TRANSFER FUNCTIONS The prediction of the properties of the response parameters require the knowledge of the transfer function H( m) as indicated in the previous section.

Sets of data can be appropriately characterised by descriptive statistics, which are ways of summarising data. Common ones are the mean, median, variance, range and the histogram. However, if the sets are random samples from a certain population, the descriptive statistics can also be used to draw inferences about the population. The two main problems in statistical analysis are the estimation of the parameters and the testing of hypothesis. An important inference is the specification of the probabilistic model of a population, which is a function of parameters to be estimated from samples of observed data.

The model error of any method can be expressed as the ratio of the experimental result to the predicted value. In (Faulkner, Guedes Soares, and Warwick, 1987) there is a summary of the model uncertainty of various code design methods. 43. However, a good design method should have an uncertainty around 10 to 15% at most. Das, Faulkner and Zimmer, (1992) have reviewed various codified ultimate strength formulations for orthogonally stiffened cylindrical strength shell components by comparison with available experimental results in order to establish model uncertainty factors associated with these formulations.

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1997 Uniform Building Code, Vol. 2: Structural Engineering Design Provisions by International Code Council


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