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1.	Original version of the author's contribution as presented on CD, paper No. 4750.: PDF An Evaluation of Shear Strength of RC Frame with Old Masonry Wall Jeong, Si-Jeong ; Choi, Jae-Hyouk Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, paper No. 4737.: PDF An Experimental Study on Seismic Behavior of Shear Friction Damper using Shaking table Test Park, Eun-Soo ; Lee, Sang-Ho Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, paper No. 4743.: PDF An Evaluation on Seismic Behavior of VRF Damper by Shaking Table Test Jang, Jeong-Hyun ; Oh, Sang-Hoon Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 3856.: PDF Failure Mechanism and Seismic Capacity of RC Frames with URM Wall considering its Diagonal Strut Jin, Kiwoong ; Nakano, Yoshiaki Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 2592.: PDF Analytical Estimation of Seismic Response of a Typical R/C Building Damaged by the 2009 West Sumatra Earthquake in Indonesia Choi, H. ; Tanjung, J. Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 1219.: PDF Strength Evaluation of Reinforced Concrete Beam-Column Joints Choi, Ha-Young ; Lee, Jungyoon Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 0661.: PDF Bond Deformability of Reinforced Concrete Members Lee, Jung-Yoon ; Lim, Ji-Young Detailed record - Similar records
8.	Original version of the author's contribution as presented on CD, .: PDF EFFECTS OF GFRP REINFORCING REBARS ON SHRINKAGE AND THERMAL STRESSES IN CONCRETE Chen, Roger H. L. ; Choi, Jeong-Hoon The use of Glass Fiber Reinforced Polymer (GFRP) rebars instead of conventional steel rebars as the reinforcement in Continuously Reinforced Concrete Pavement (CRCP) give [...] Detailed record - Similar records

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