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실물 크기 군말뚝기초의 반복수평하중재하실험에 대한 수치해석
진영지 ( Jin Young-ji ),한봉구 ( Han Bong-koo ) 한국구조물진단유지관리공학회 2010 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.14 No.1
Group-pile foundations are used extensively to support buildings, bridges, and other structures to safely transfer structural loads to the ground and to avoid excess settlement or lateral movement. Therefore, it is necessary to understand the behaviors of the group-pile foundations and superstructures during major earthquakes. In this paper, numerical simulation of real-scale group-pile foundation subjected to horizontal cyclic loading is conducted by using a program named as DBLEAVES. This program is adopted subloading t<sub>ij</sub> model (Nakai and Hinokio, 2004) and AFD model which considered the axial-force dependency in the nonlinear moment-curvature relation (Zhang and Kimura, 2002) . The purpose of this paper is to prove availability of the analysis method by comparing numerical results and test results.