| Title |
The Recent Increasing Trends of Exceedance Rainfall Thresholds over the Korean Major Cities |
| Authors |
윤선권(Yoon, Sun-Kwon) ; 문영일(Moon, Young-Il) |
| DOI |
https://doi.org/10.12652/Ksce.2014.34.1.0117 |
| Keywords |
경향성분석;Mann-Kendall 검정;Sen 검정 Trend analysis;Mann-Kendall test;Sen test;Quantile regression;3IQR |
| Abstract |
Recently, nine $1397{\times}1397{\times}178mm$ RC panels were tested under in-plane pure-shear monotonic loading condition using the Panel Element Tester by Hsu (1997, ACI). By combining the equilibrium, compatibility, and the softened stress-strain relationship of concrete in biaxial state, Modern Truss Model (MCFT, RA-STM) are capable of producing the nonlinear analysis of RC membrane panel through the complicated trial-and-error method with double loop. In this paper, an efficient algorithm with one loop is proposed for the refined Mohr compatibility Method based on the strut-tie failure criteria. This algorithm can be speedy calculated to analyze the shear history of RC membrane element using the results of Hsu test. The results indicate that the response of shear deformation energy at Big Bang of shear strain significantly influenced by the principal compressive stress-strain (crushing failure). |