Abstract
In engineering structures, the safety problems are always depending on the respond of structures to different types of load. The safety assessment of a high rise building is highly depending on the analysis of environmental load. Many codes and practices have proposed many requirements for engineers in the design works. These include safety factors, limitations on damage, maximum deflections and so on. When violations in these requirements occur, the structure is believed to be dangerous. But once the problem becomes complicated such as multiple unknown loads in one building, it requires reliability analysis in the design. It must take care of all the assumptions and uncertainties in the structural design. In probabilistic assessment, any input variable is considered as an uncertainty. However, the traditional way to deal with these problems may have problems when uncertainties are large. Many probabilistic safety measures need to be reconsidered in engineering work. This paper, we will provide reliability analysis on a high rise building with consideration of wind load. All the most commonly applied reliability methods are been utilized in this analysis and compared base on the performance. The statistical influences including correlation and distribution type are also discussed in the same reliability problem.
Highlights
Wind loading problem is often met in engineering design works especially in the high rise building design
Not many works are done on the reliability analysis of high rise building with consideration of wind load [28]
There is a need of full analysis on the existing techniques which are able to perform the structural reliability analysis for high rise building considering wind load
Summary
Wind loading problem is often met in engineering design works especially in the high rise building design. In some particular areas such as coastline buildings, it may even suffer hazardous wind load such as hurricanes This may even create more uncertainty problems in our engineering analysis process. Zhang et al [15] had utilized the concept of copula to model the joint distribution of wind speed and wave height This concept is utilized in the structural safety assessment of high rise building and offshore engineering [16,17,18,19,20,21]. Not many works are done on the reliability analysis of high rise building with consideration of wind load [28] The former works are either only focusing on the reliability methods or emphasizing the practical design code development [29, 30].
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