실험실소개
본 연구실은 자연과 구조물과의 조화를 고려한 학문과 기술을 추구한다. 이를 위하여 고성능콘크리트, 프리스트레스트콘크리트, 포스트텐션콘크리트, 합성콘크리트, 섬유보강콘크리트 그리고 친환경콘크리트 등을 활용한 다양한 구조의 설계 및 신재료 적용에 관한 연구를 수행하고 있다. 궁극적으로 안전하고, 경제적이며, 환경 친화적인 설계모델과 기준개발에 밀접하게 관여한다.
연구분야
연구성과
Kim, S., Kang, T.H.-K., Kim, J.-Y., and Park, H.-G.,
“Lateral Stiffness of Reinforced Concrete Flat Plates with Steps under Seismic Loads”
Special Issue, Recent Developments in Seismic Design of Reinforced Concrete Structures toward Urban , 2014, Vol. 7, No. 5, pp. 877~ 890
Rajagopal, S., Prabavathy, S., and Kang, T.H.-K.,
“Seismic Behavior Evaluation of Exterior Beam-Column Joints with Headed or Hooked Bars Using Nonlinear Finite Element Analysis”
Special Issue, Recent Developments in Seismic Design of Reinforced Concrete Structures toward Urban , 2014, Vol. 7, No. 5, pp. 861~ 875
Lee, S.-H., Lee, H.-D., Shin, K.-J., and Kang, T.H.-K.
“Shear Strengthening of Continuous Concrete Beams Using Externally Prestressed Steel Bars”
PCI Journal*, 2014, Vol. 59, No. 4, pp. 77~ 92
Yang, K.-H., Mun, J.-H., Cho, M.-S., and Kang, T.H.-K., “A Stress-Strain Model for Various
Unconfined Concretes in Compression,
ACI Structural Journal*, 2014, Vol. 111, No. 4, pp. 819~ 826
Kim, U., Huang, Y., Chakrabarti, P., and Kang, T.H.-K
Modeling of Post-Tensioned One-Way and Two-Way Slabs with Unbonded Tendons”
Computers and Concrete, 2014, Vol. 13, No. 5, pp. 547~ 561
Kang, T.H.-K., Kim, W., Kwak, Y.-K., and Hong, S.-G
Flexural Testing of Reinforced Concrete Beams with Recycled Concrete Aggregates”
ACI Structural Journal, 2014, Vol. 111, No. 3, pp. 607~ 616
Lee, S.-H., Shin, K.-J., and Kang, T.H.-K.
“Non-Iterative Moment Capacity Equation for Reinforced Concrete Beams with External Post-tensioning”
ACI Structural Journal*, 2014, Vol. 111, No. 5, pp. 1111~ 1122
Backel, A. and Kang, T.H.-K.
“Potential LEED Considerations for Post-Tensioned Concrete Structures”
PTI Journal,, 2014, Vol. 10, No. 1, pp. 5~ 12
Rha, C., Kang, T.H.-K., Shin, M., and Yoon, J.B.
“Gravity and Lateral Load-Carrying Capacities of Reinforced Concrete Flat Plate Systems”
ACI Structural Journal,, 2014, Vol. 111, No. 4, pp. 753~ 764