엄태성 사진

엄태성 | 공과대학 건축학부 (제1공학관)

  • 직급:
    교수

학력

  • [2000] 학사 서울대학교 / 건축학과
  • [2002] 석사 서울대학교 / 건축학과(건축구조)
  • [2006] 박사 서울대학교 / 건축학과(건축구조)

연구업적

  • 일반논문[20230501] Cyclic Loading Test for Beam-Column Joints of Precast Concrete Beam and Concrete-Encased Steel Angle Column
  • 일반논문[20220801] Behavior of Hollow Structural Section Branch-to-Casting Node Connections for Free-Form Grid Shell Structures
  • 일반논문[20220701] Compressive strength of high strength concrete-encased composite columns with noncompact and slender steel angles
  • 일반논문[20220501] 조적채움벽을 갖는 RC 벽‐슬래브 골조의 내진성능 연구
  • 일반논문[20220301] Nonlinear Modeling Parameters of Reinforced Concrete Coupling Beams
  • 일반논문[20220301] Nonlinear Modeling of Reinforced Concrete Columns under Cyclic Loading
  • 일반논문[20220201] Behavior of end plate connection for steel angles
  • 일반논문[20220101] 저층 조적건물의 내진성능평가 사례 연구
  • 일반논문[20211201] Behavior of End-Plate Connection with Oversize Holes and Plate Washers for Column Splice
  • 일반논문[20211001] 스티프너 보강 유무에 따른 H형 전단패널 강재댐퍼의 역학특성
  • 일반논문[20210801] Compressive tests of mortar-filled small rectangular hollow section members for long-span roof trusses
  • 일반논문[20210701] Flexural tests of concrete-encased composite girders with high-strength steel angle
  • 일반논문[20210401] Axial Compressive Behavior of Concrete-Encased High-Strength Steel Angle Columns
  • 일반논문[20210131] Investigation of Diagonal Strut Actions in Masonry-Infilled Reinforced Concrete Frames
  • 일반논문[20201230] Behavior of midspan splice joints with groove for precast concrete beams
  • 일반논문[20201225] Experimental study on the hybrid shear connection using headed studs and steel plates
  • 일반논문[20201222] 얇은 절곡단면을 사용한 콘크리트 충전형 합성부재를 위한 관통볼트 단부강판모멘트접합부의 거동
  • 일반논문[20201218] Seismic Resistance of Strengthened Reinforced Concrete Walls by Thick Jacketing
  • 일반논문[20201218] Seismic Design of Columns and Walls on Weak First Floor in Piloti-Type Bearing Wall Buildings
  • 일반논문[20201201] Behavior of midspan splice joints with groove for precast concrete beams
  • 일반논문[20201015] Compression tests of octagonal concrete-filled thin-walled tube columns
  • 일반논문[20201001] 일정진폭 변형을 받는 H형 전단패널 강재댐퍼의 역학특성에 관한 실험 연구
  • 일반논문[20200601] Behavior of Longitudinal Plate-to-Rectangular Hollow Structural Section K-Connections Subjected to Cyclic Loading
  • 일반논문[20200501] Cyclic Load Test of Reinforced Concrete Columns with V-Shaped Ties
  • 일반논문[20200201] Shear Strength of Exterior Beam-Column Joints with Limited Ductility Details
  • 일반논문[20200101] Shear Behavior of Reinforced Concrete Structural Walls under Eccentric Compression Load
  • 일반논문[20191201] Behavior and Design of Distributed Belt Walls as Virtual Outriggers for Concrete High‑Rise Buildings
  • 일반논문[20190831] 콘크리트 충전 박판강관기둥을 위한 볼트이음에 대한 실험연구
  • 일반논문[20190701] Cyclic loading tests of interior beam–column connections for concrete-filled thin-walled tube columns
  • 일반논문[20190701] Experimental investigation of bolted end-plate angle splice in encased composite columns
  • 일반논문[20190630] 수직 오정렬된 기둥을 위한 대형구멍 단부강판이음
  • 일반논문[20190301] Effects of Type of Bar Lap Splice on Reinforced Concrete Columns Subjected to Cyclic Loading
  • 일반논문[20190201] Cyclic Load Test and Shear Strength Degradation Model for Columns with Limited Ductility Tie Details
  • 일반논문[20190102] 2017 포항지진에 의한 필로티형 내력벽건물의 구조손상 분석
  • 일반논문[20190102] 필로티형 저층 내력벽주택의 내진설계 고려사항
  • 일반논문[20181231] Time-Dependent Deformations of Eccentrically Loaded Reinforced Concrete Columns
  • 일반논문[20181228] BEHAVIOR AND DESIGN OF FIN WALLS AT THE PERIPHERY OF STRONG CORE WALL STRUCTURE IN HIGH-RISE BUILDINGS
  • 일반논문[20181101] 내진테이블의 중량물 낙하 충격실험
  • 일반논문[20180901] Punching Shear Tests of Slabs with High-Strength Continuous Hoop Reinforcement
  • 일반논문[20180701] Failure Mode and Shear Strength of Nonprestressed Hollow-Core Slabs in One-Way Shear
  • 일반논문[20180101] Biaxial Interaction and Load Contour Method of Reinforced Concrete T-Shaped Structural Walls
  • 일반논문[20180101] Seismic Performance of Reinforced Concrete Columns with Lap Splices in Plastic Hinge Region
  • 일반논문[20170901] Load contour method for biaxial design of reinforced concrete L-shaped structural walls
  • 일반논문[20170901] Shear Strength Degradation Model for Performance-Based Design of Interior Beam-Column Joints
  • 일반논문[20170831] 소성거동을 고려한 병렬 RC 구조벽체시스템의 설계
  • 일반논문[20170430] C형 및 H형 철근콘크리트 구조벽체의 2축 상호작용과 등하중법
  • 일반논문[20170301] Punching-shear behavior of slabs with bar truss shear reinforcement on rectangular columns
  • 일반논문[20170301] Shear Connector Design of Steel Belt Truss-to-Concrete Mega Column Connection
  • 일반논문[20170101] Cyclic Load Tests of Reinforced Concrete Columns with High-Strength Bundled Bars
  • 일반논문[20160901] Review of Design Flexural Strengths of Steel–Concrete Composite Beams for Building Structures
  • 일반논문[20160501] Axial Load and Cyclic Lateral Load Tests for Composite Columns with Steel Angles
  • 일반논문[20160201] Plastic Hinge Relocation Methods for Emulative PC Beam Column Connections
  • 일반논문[20151101] Bond-Slip Relationship of Beam Flexural Bars in Interior Beam-Column Joints
  • 일반논문[20151101] Cyclic Loading Test for Beam-Column Connections of Concrete-Filled U-Shaped Steel Beams and Concrete-Encased Steel Angle Columns
  • 일반논문[20150901] Design considerations for interior RC beam-column joint with additional bars
  • 일반논문[20150701] Cyclic Loading Tests on Framed Stud Walls with Strap Brace and Steel Sheathing
  • 일반논문[20150301] Energy-Based Hysteresis Model for Reinforced Concrete Beam-Column Connections
  • 일반논문[20141130] Earthquake resistance of structural walls confined by conventional tie hoops and steel fiber reinforced concrete
  • 일반논문[20140515] Cyclic loading test for reinforced concrete columns with continuous rectangular and polygonal hoops
  • 일반논문[20140401] Flexural Test for Steel-Concrete Composite Members Using Prefabricated Steel Angles
  • 일반논문[20131201] 비틀림 형상을 갖는 철골조 초고층 건물의 시공 중 구조거동 분석
  • 일반논문[20131101] Simplified Method for Estimation of Beam Plastic Rotation Demand in Special Moment-Resisting Steel-Frame Structures
  • 일반논문[20130901] Evaluation of Shear Deformation and Energy Dissipation of Reinforced Concrete Members Subjected to Cyclic Loading
  • 일반논문[20130701] Web Crushing and Deformation Capacity of Low-Rise Walls Subjected to Cyclic Loading
  • 일반논문[20130501] Cyclic Loading Test for Beam-Column Connection with Prefabricated Reinforcing Bar Details
  • 일반논문[20130301] Simplified Method for Estimation of Beam Plastic Rotation Demand in Special Moment-Resisting Steel Frame Structures
  • 일반논문[20130301] Evaluation of Shear Deformation and Energy Dissipation of RC Members Subjected to Cyclic Loading
  • 일반논문[20130301] Cyclic Loading Test for Beam-Column Connection with Prefabricated Re-Bar Details
  • 일반논문[20130301] Web Crushing and Deformation Capacity of Low-Rise Walls Subjected to Cyclic Loading
  • 일반논문[20130201] Reshoring effects on deflections of multi-shored flat plate systems under construction
  • 일반논문[20130101] Cyclic Loading Test for RC-Emulated Beam-Column Connection of Precast Concrete Moment Frame
  • 일반논문[20120101] Building Analysis for Inelastic Earthquake Design of Regular Moment Frames and Dual Systems Addressing Moment Redistribution
  • 일반논문[20120101] Evaluation of Plastic Rotation Demands for Earthquake Design of Reinforced Concrete Beams
  • 일반논문[20111101] Adaptive Linear Analysis for Inelastic Seismic Design of Reinforced Concrete Moment Frames
  • 일반논문[20101101] Secant Stiffness Method for Inelastic Design of Strut-and-Tie Model
  • 일반논문[20100901] Evaluation of Energy Dissipation of Slender Reinforced Concrete Members and Its Applications
  • 일반논문[20100901] Elongation of Reinforced Concrete Members Subjected to Cyclic Loading
  • 일반논문[20091001] Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading
  • 일반논문[20090901] Energy-based cyclic force-displacement relationship for reinforced concrete short coupling beams
  • 일반논문[20071001] Truss model for nonlinear analysis of RC members subject to cyclic loading
  • 일반논문[20070701] Factored modal combination for evaluation of earthquake load profiles
  • 일반논문[20060401] A Simplified Method for Estimating the Amount of Energy Dissipated by Flexure-Dominated Reinforced Concrete Members for Moderate Cyclic Deformations
  • 일반논문[20050901] Direct Inelastic Earthquake Design Using Secant Stiffness
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