An advanced lumped-mass stick (LMS) model introduced in this paper is to overcome the disadvantages of the conventional lumped mass stick model, such as frequency error and low accuracy of dynamic responses. In order to show the performance of the advanced lumped-mass stick model, the experimental test using shaking table is conducted, considering a scaled four-story frame structure. The material of the frame model is stainless and the total mass of the model is about 39kg. The displacement and acceleration responses resulted from the advanced LMS model are compared with those of experimental results, including the response results of the conventional LMS model of the frame model.

Abstract
 1. 서 론
 2. 동적성능(절대변위 및 절대가속도) 결과 비교
 3. 결 론
 참고문헌

• 선휘창(전북대학교, 토목공학과) | Sun, Hwichang
• 임택(전북대학교, 토목공학과) | Im, Taek
• 노화성(전북대학교, 토목공학과) | Roh, Hwasung 교신저자