[Laboratory Name]

- Seismic Structure Engineering Laboratory

[Education] 

- Ph.D., Tokyo University, Tokyo, Japan, Structural Engineering, 1998

- M.S., Tokyo University, Tokyo, Japan,  Structural Engineering, 1995

- M.S., Hanyang University, Seoul, Korea, Architectural Engineering, 1991

- B.S., Hanyang University, Seoul, Korea, Architectural Engineering, 1989

[Professional Background] 

- Associate Professor, Pusan National University, Busan, Korea, 2008.3 to Present

- Senior Researcher, Research Institute of Industrial Science & Technology, Incheon, Korea, 1998.8 to 2008.2

- Research Assistant Professor, Hanyang University, Seoul Korea, 1998.3 to 1998.9

[Resaerch Area]

- Seismic Structure Engineering

- Design of seismic resistance system / vibration control system / seismic isolation system

- Development of sustainable seismic resistant structure system

- Seismic design of nonstructural components

- Development of seismic performance evaluation / reinforcement for existing building

[Project Experience (Since 2008 in Pusan National University)]

- 2008.3∼2009.1 Dynamic Response Characteristics of Coupling Beam System

- 2008.4∼2010.7 Development of Hybrid Structural System for High-rise Residential Building

- 2008.8∼2009.10 The New Seismic Retrofit Method by Vibration Control System for Existing Residential Building

- 2008.7∼2009.2 Experimental Study for Evaluating the Structural Capacity of Special Moment Frames

- 2009.8∼2010.11 Development of New Damper for Use as a Coupling Beam

- 2009.8∼2014.7 Connection Design and Fabrication Guidelines of High-Rise Steel Structures

- 2010.3∼2010.11 Seismic Retrofit Methods for Existing Masonry Buildings

- 2010.4∼2010.6 Experimental Study of the New Shape Composite Beam

- 2010.8∼2011.7 Development of Optimized Seismic Retrofit System for Low-rise Building Structures

- 2010.12∼2011.11 Shaking Table Test of Hybrid Damage Control Structural System

- 2011.3∼2011.11 Suggestion of Optimized Arrangement Method of Energy Absorbing Devices to Control the Structural Vibration

- 2011.4∼2011.9 Shaking Table Test of Isolated Structural System Using the U-Shaped Damper

- 2011.9∼2011.12 Development of Special Moment Connection for Plant

- 2011.9∼2012.2 Evaluation of Structural Capacity of Corrugated Beam

- 2012.4∼2012.11 Evaluation of Collapse Risk Level of Earthquake Damaged Structure

- 2012.3∼2012.8 Experimental Study of Sustainable Frame for Reuse of Members

- 2012.5∼2013.3 Isolated Floor System for Switchboard Facilities

- 2012.6∼2013.5 Isolated Floor System using Vibration Control Device against 3-axies Direction

- 2012.6∼present Earthquake Damage Prediction of Korea Caused by Volcanic Earthquake

- 2013.3∼present Design Guideline of Seismic Retrofit Using Seismic Control Structural System

- 2013.5∼2014.2 Evaluation of Dynamic Structural Capacity of Existing Pubic RC Buildings

- 2013.9∼2013.12 Seismic Capacity of Steel Moment Resistance Frame with BRB Braces.

- 2014.3∼present Seismic Capacity of Structural System Connected by Steel Damper between the RC Shear Wall Core and Steel Frames

[Selected Publication (International)]

- Sang-Hoon Oh, Jong-soo Jeon (2014), “A study on optimum distribution of story shear force coefficient for seismic design of multi-story structure”, International Journal of high-rise buildings, Vol.3, No2, pp. 121~145

- Sang-Hoon Oh, Sung-Hoon Song, Sang-Ho Lee and Hyung-Joon Kim (2013), "Experimental study of seismic performance of base-isolated frames with U-shaped hysteretic energy-dissipating devices", ENGINEERING STRUCTURES, Vol.56, pp.2014~2027

- Sang-Hoon Oh, Sung-Hoon Song, Sang-Ho Lee and Hyung-Joon Kim (2012), "Seismic Response of Base Isolating Systems with U-shaped Hysteretic Dampers“, International Journal of Steel Structures, Vol.12 No.2, pp.285~298

- Hong-Sik Ryu, Sang-Hoon Oh and Moon-Sung Lee (2011), "Seismic Performance Evaluation of Moment Resisting Frames Using High Performance Steel“, International Journal of Steel Structures, Vol.11 No.2, pp.235~246

- T. S. Kim, H. S. Lee, J. H. Yoo, S. H. Tae, S. H. Oh, Y. C. Lim, and S. B. Lee (2011), “Slip Coefficient in High-Strength Bolt Joints Coated with Corrosion-Resistant Zn/Al Metal Spray Method”, Materials and Manufacturing Processes, Vol.26 No.1, pp.14~21

- Young-Ju Kim, Sang-Hoon Oh, Myung-Ho Yoon, Young-Hak Lee, Heecheul Kim, and Eunhyuk Byon (2009), "Experimental Investigation of Deck Plate System with Non-Welding Truss Type Deformed Steel Wires(TOX Deck Plate Slab)“, International Journal of Steel Structures, Vol.9 No.4, pp.314~327

- Sang-Hoon Oh, Young-Ju Kim, and Hong-Sik Ryu (2009), "Seismic performance of steel structures with slit dampers", Engineering Structures, Vol.31, pp.1997~2008

- Jung-Han Lee, Chenghao Li, Sang-Hoon Oh, Won-Jik Yang and Waon-Ho Yi (2008), “Evaluation of Rocking and Toe Crushing Failure of Unreinforced Masonry Walls”, Advances of Structural Engineering, Vol.11 No5, pp.475-489

- Sang-Hoon Oh, Young-Ju Kim and Tae-Sup Moon (2007), “Cyclic Performance Of Existing Moment Connections In Steel Retrofitted With A Reduced Beam Section And Bottom Flange Reinforcements”, Canadian Journal of Civil Eng., Vol.34 No.2, pp.199-209

- Young-Ju Kim and Sang-Hoon Oh (2007), “Effect Of The Moment Transfer Efficiency Of A Beam Web On Deformation Capacity At Box Column-To-H Beam Connections”, Journal of Construction Steel Research, Vol.63 Issue 1, pp.24-36

- Young-Ju Kim, Sang-Hoon Oh and Tae-Sup Moon (2004), “Seismic Behavior And Retrofit Of Steel Moment Connections Considering Slab Effects”, Engineering Structures, Vol.26 Issue 13, pp.1993-2005

- Myung-Ho Lee, Sang-Hoon Oh, Choong Huh, Young-Suk Oh, Myung-Ho Yoon and Tae-Sup Moon (2002), “Ultimate Energy Absorption Capacity of Steel Plate Slit Dampers Subjected to Shear Force”, International Journal of Steel Structures, Vol.2 No.2, pp.71-79

- Oh, Sang-Hoon and Ryu, Hong Sik (2012), "Seismic Performance of Steel Frames for Sustainable Structural System", Applied Mechanics and Materials, Vol.204-208, pp.2705-2712

- OKADA Ken , OH Sang-Hoon , YAMADA Satoshi (2004), “Effects Of Floor Slabs On Ultimate Earthquake Resistance Of Steel Moment Frames : Evaluation of earthquake resistance of steel moment frames considering deformation capacity of composite beams”, No.579, pp.103-110 (in Japanese)

- OKADA Ken , OH Sang-Hoon , YAMADA Satoshi (2003), “EFFECT OF JOINT EFFICIENCY AT BEAM-TO-COLUMN CONNECTION ON DUCTILITY CAPACITY OF COMPOSITE BEAMS”, No.573, pp.185-192 (in Japanese)

- OKADA Ken , YAMADA Satoshi , OH SangHoon (2002), “Experimental Study On Deformation Capacity Of Composite Beams With Improved Type Beam-To-Column Connections : Evaluation of earthquake resistance of steel moment frames considering deformation capacity of composite beams Part 2”, Journal of structural and construction engineering, No.554, pp.123-130 (in Japanese)

- OH Sang-Hoon , YAMADA Satoshi , AKIYAMA Hiroshi , OTAKE Fumio , FUKUDA Koji (2002), “Experimental Study On The Semi-Rigid Beam-To-Column Connections With Slit Plate Dampers”, Journal of structural and construction engineering, No.553, pp.113-120 (in Japanese)

- OKADA Ken , OH Sang-Hoon , YAMADA Satoshi , IMAEDA Tomoko , YAMAGUCHI Michio , WADA Akira (2001), “Experimental Study On Deformation Capacity Of Composite Beams With Conventional Type Beam-To-Column Connections”, J. Struct. Constr. Eng., No.547, pp.161-168 (in Japanese)

- OH Sang-Hoon , YAMADA Satoshi , AKIYAMA Hiroshi (1998), “Damage Distribution Rule Of Weak Beam Type Multi-Story Steel Frames Influenced By Strength And Stiffness Ratios Of Beam And Column”, J. Struct. Constr. Eng., No.506, pp.171-177 (in Japanese)

- BENAVENT CLIMENT Amadeo , OH Sang-Hoon , AKIYAMA Hiroshi (1998), “Ultimate Energy Absorption Capacity Of Slit-Type Steel Shear Plates”, Journal of structural and construction engineering, No.503, pp.139-

[Selected Publication (National)]

- Shin, Seung-Hoon, Oh, Sang-Hoon (2016), “Hysteresis Characteristics of Buckling Restrained Brace with Precast RC Restraining Elements”, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol.20 No.1, pp.72-84

- Shin, Seung-Hoon, Oh, Sang-Hoon (2016), “Hysteresis  Characteristics  of  Buckling  Restrained  Bracewith  Steel  Double-Restraining  Elements  of  Built-up  Type”, Journal of the Architectural Institute of Korea Structure & Construction, Vol.32 No.1, pp.23-34

[Patents (Domestic)]

- Steel Frame Forming Damper Joint, 1003603770000, 2002.10.28

- Steel Structure With Damper Brace, 1004354310000, 2004.06.01

- Bracing Type Steel Frame With Slit Damper, 1004484410000, 2004.09.02

- Rib-Reinforced Steel Shear Wall System With Slits, 1004426360000, 2004.07.22

- A Floor Structure Reduced Thickness With Using H-Steel Beam And Deep Deck, 1004864480000, 2005.04.21

- Damper With Slit Plate For Building Structure, 1005178930000, 2005.09.22

- Steel Structure Equipped With Connection Damper, 1005163320000, 2005.09.14

- Linear Variable Differential Transformer System Whichcan Correct Position Shifting, 1005472260000, 2006.01.20

- Power Plant System Of Using Weight Differential Of Twoelevators, 1006272340000, 2006.09.15

- Connection Member For Steel Structure, 1006272330000, 2006.09.15

- Vehicle Decent System Of Parking Place, 1006506190000, 2006.11.021

- Power Plant Apparatus Of Moment Resistant Frame Usingpiezoeelectric Element, 1007011900000, 2007.03.22

- Floor System For Dismantling And Enable To Be Reducedthe Story Height Of Steel Structure, 1007011970000, 2007.03.22

- SUBWAY STAND SAFETY DEVICE WITH HORIZONTAL RELAXATIONEQUIPMENT, 1007026140000, 2007.03.27

- Tower Structure Confirmed Right Of Light And Prospect Right, 1007118010000, 2007.04.19

- Power Generation System Of Brace Frame Usingpiezoelectric Element, 1010410480000, 2007.05.07

- Power Plant System With Shear Core Of High-Risebuilding, 1007734090000, 2007.10.30

- Mixed Structural Building For Reducing The Story Height And Vertical Flexibility, 1008292230000, 2008.05.06

- Structure For Steel Composite Beam For Reducing Story-Height, 1008514900000, 2008.08.04

- Steel Shear Reinforcing Band For Concrete Flat Slab Structural System, 1008859620000, 2009.02.20

- Stable Friction Damper For Lintel Beam, 1009522320000, 2010.04.02.

- Pilotis Reinforcement Structure Of Building, 1009731520000, 2010.07.26.

- Power Plant Using Stair, 1009777660000, 2010.08.18.

- Wave Force Generation System Using Floating Structure, 1009895940000, 2010.10.18.

- Reinforcement Steel Beam With Shear Reinforcement Material, 1009954590000, 2010.11.12

- Fountain Apparatus Using Descent Unit, 1009971970000, 2010.11.23.

- Windows System Having Earthquake-Proof Performance, 1010002060000, 2010.12.03.

- Electric Power Generation System Of Ship Using Wave Force, 1010106070000, 2011.01.18

- Structure For Jointing Reinforced Concrete Column And Steel Beam, 1010369150000, 2011.05.18

- Constructing Method Of Reinforce Panel And Reinforce Structure Of Building Wall By Reinforce Panel, 1010562370000, 2011.08.04.

- Vibration Control Damper To Control The Inter-Story Drift Of Frame, 1010694790000, 2011.09.26.

- Energy Absorption Device For Base Isolation System, 1011294790000, 2012.03.16

- Hybrid Vibration Control Devices Consisting Of Viscoelastic Damper And Hysteretic Damper, 1011467900000, 2012.05.09

- Ductility Increasing Shear Wall System, 1011603900000, 2012.06.20.

- Unified Windows System Having Earthquake-Proof Performance, 1011617850000, 2012.06.26

- Joint Structure Between Steel Column And Steel Beam With Excellent Earthquake-Proof Efficiency, 1011850200000, 2012.09.17

- Structure system using bar truss integrated asymmetry H-beam and end beam, 1011915020000, 2012.10.09

- Isolation Device For Vibration Control of Electric Facility, 1012106550000, 2012.12.04

- Isolation Device For 3 Direction Vibration Control Of Electric Facility, 1012106560000, 2012.12.04

- A Device For Coupling Beam On Column, 10-1226766, 2013.01.21

- Coupling Beam, 1012294680000, 2013.01.29.

- ASEISMATIC REINFORCING STRUCTURE FOR MASONRY CONSTRUCTION AND CONSTRUCTING METHOD THEREOF, 1012937340000, 2013.07.31

- Seismic retrofit structure of pilotiies construction, 1013011430000, 2013.08.22

- Die steel and manufacturing method using the same, 1013128220000, 2013.09.23

- Steel damper using cantilever behavior, 1013196980000, 2013.10.11

- Coupling Structure And Method For Beam To Column Connection considering the Shear Reinforcement Effect, 1013448130000, 2013.12.18

- Precipitation hardening type die steel with excellent hardness and toughness and the method of manufacturing the same, 1013790580000, 2014.03.21

- SEISMIC REINFORCEMENT DEVICE, 1013829140000, 2014.04.01

- Brace type damper, 1013884160000, 2014.04.16

- COUPLING STRUCTURE AND METHOD FOR BEAM TO COLUMN CONNECTION, 1014064850000, 2014.06.03

- structure system using bar truss integrated asymmetry H-beam, 1014078160000, 2014.06.09

- Stress balance Coupling structure for beam to column connection, 1014316570000, 2014.08.12

- Column Type Vibration Control Device, 1014383050000, 2014.08.29

- Buckling Restraint Brace with assembly type steel restraint material, 1017330910000, 2017.04.27

- Buckling Restraint Brace with assembly type precast concrete restraint material, 1017390810000, 2017.05.17

- Double seismic hanger system of plumbing, 1019071040000, 2018.10.04

- Taper steel bar damper, 1020199400000, 2019.09.03

- DAMAGE CONTROLLED COUPLING STRUCTURE AND REINFORCEMENT METHOD FOR STEEL BEAM TO COLUMN CONNECTION, 1020341160000, 2019.10.14

- DAMPER FOR SEISMIC RETROFIT, 1020789850000, 2020.02.13

- Vertical earthquake-proof system, 1021886810000, 2020.12.02

- Damper of steel pannel type for preventing of buckling, 1021942410000, 2020.12.16

- Seismic outside insulation anker, 1022918680000, 2021.08.13

- H-beam steel reinforcing member to prevent secondary deformation of Local Buckling Occurred H-beam steel, 1023378720000, 2021.12.06

- Rapid reinforcement support for H-beam columns in earthquake-damaged buildings, 1023378740000, 2021.12.06

- Seismic junction unit for mounting exterior building material, 1023418330000, 2021.12.16

- Assembly join structure of channel type stiffener reinforced steel beam and rectangular steel column, 1023657860000, 2022.02.16

- Seismic reinforceme bracing steel frame and seismic reinforceme method using the same, 1024629070000, 2022.10.31

- Seismic isolation module using seismic isolation device with crowd sphere ball for energy dissipation, 1024955000000, 2023.01.31