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TMCP 강재를 사용한 용접 H형강 보-기둥의 특성에 관한 실험적 연구
방중석(Joong Suk Bang),신일범(Il Beam Shin),김동규(Dong Kyu Kim) 한국강구조학회 1993 韓國鋼構造學會誌 Vol.5 No.2
This paper is the experimental study on the behavior of welded H-shape beam-columns using TMCP steel. The purpose of this paper is to evaluate the elasto-plastic behavior of TMCP steel as it applies beam-column members. In the test, H-188×188×30×30 shape beam-column was loaded monotonic and cyclic by parameter $quot;e$quot;(eccentricity). The structural behavior of the specimen under the eccentric loading have been evaluated by moment-curvature relation and load-deflection relation. Yield Load(Py) and Plastic Load(Pp) from the results of the tests are compared with the theoretical yield and plastic load.