主催: 日本学術会議「機械工学委員会・土木工学・建築学委員会合同IUTAM分科会」
共催: 応用物理学会, 化学工学会, 地盤工学会, 土木学会, 日本応用数理学会, 日本船舶海洋工学会, 日本風工学会, 日本機械学会, 日本気象学会, 日本建築学会, 日本原子力学会, 日本航空宇宙学会, 日本地震工学会, 日本数学会, 日本物理学会, 日本流体力学会, 日本レオロジー学会, 日本伝熱学会, 日本計算工学会, 農業土木学会
Joint probability and the correlation characteristics of medium and high rise buildings are analysed and the well correlated load components are discussed. Three medium rise and four high rise models are considered for the analysis with different B, D and H ratios. Force and moment coefficients acting on the building models are calculated from the pressure integration on the model surfaces. The results discussed in terms of joint probability distributions and both correlation and absolute value correlation of the various components. In this analysis the kernel density estimation has been used to calculate the joint probability density. The joint probability distribution lines shows from 0 to 100 percentile from inside out. It shows that there is the maxima value of any two components and contribute to the extreme values as shown . The joint probability of CD - CMT at the different angles and the directional effect is also discussed in this paper. The results shows for the joint probability and the correlation coefficients can show the combination between the force components. For this explanation the absolute value correlation is also considered for the analysis and shown. For CD- CMT the correlation coefficient increases from 0o and starts decreases after 30o. For the CD-CMT the correlation value increases positively from 0o and then decreases from around 20o. Inorder to analyse the effect of combination on the structure of the building, the Normal stress has been calculated and discussed.