강구조내진설계연구실
Steel Structures & Seismic Design Lab.
39동 420호
지도교수 : 이철호
+82-2-880-9061
39-420
Prof. Cheol Ho Lee
+82-2-880-9061
The Steel Structures and Seismic Design Lab (SSDL) at SNU Architecture has been dedicated to advancing the field of steel structures and their seismic design through state-of-the-art research and innovation. Established in 2003, SSDL has conducted numerous pioneering research projects on relevant issues. Recent research topics include design considerations related to high-strength steel applications, seismic design of nonstructural elements, efficient seismic application of low-yield-point steel, analytical modeling of elevated-temperature steel column buckling, development of steel plate shear wall systems for high-rise modular construction, and innovative composite floor deck and frame systems for top-down construction. Our work is characterized by a unique blend of experimental research and advanced analytical/numerical approaches rooted in sound theoretical basis.
편심하중을 받는 군볼트 접합부의 거동
Behavior of Group-Bolted Connections under Eccentric Loading
볼트-용접 병용접합부의 거동과 강도
Behavior and Strength of Combined Bolted-Welded Lap Joints
K형 강관 용접접합부 대형 실험
Full Scale Testing of Hollow Section K-joints
산업시설물의 고연성 내진시스템 개발
Development of a Ductile Seismic System for Industrial Buildings
대형 진동대실험을 통한 천장시스템 내진성능평가
Seismic Performance Evaluation of Large-Size Suspended Ceilings Using an Array of Shaking Tables
고강도 강재를 적용한 비대칭 하이브리드 합성보 휨실험
Flexural Testing of Asymmetric Hybrid Composite Beams Fabricated from High-Strength Steels
파형강판을 활용한 장스팬 구조시스템 개발
Development of Structural System and Design Method of Long Span Structures Using Corrugated Steel Plates
비구조요소의 내진설계를 위한 설계 가속도 및 해석법 분석
Evaluation of Acceleration Demands and Analysis Methods for Seismic Design of Non-Structural Elements
고강도강 강관접합부에 대한 실험연구
Testing and Analyses of High-strength Steel Tubular
축력 및 휨을 받는 고강도강 플레이트-강관 접합부의 유한요소해석
Finite Element Analysis of High Strength Steel Plate-to-Hollow Structural Section Connection under Axial Load or Bending Moment