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Journal of Korean Society of Steel Construction - Vol. 24 , No. 5

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1. p.491 An Experimental Study For Improvement of Joint Detail of Steel Pier - Foundation

Kim, Hee Ju, Ham, Jun Su, Yang, Sung Don, Hwang, Won Sup
DOI: https://doi.org/10.7781/kjoss.2012.24.5.491

2. p.503 Proposal of Estimation Equation for Nominal Strength of Longitudinal Fillet Welds with Different Types of Steel

Jo, Jae Byung, Lee, Hye Young
DOI: https://doi.org/10.7781/kjoss.2012.24.5.503

3. p.511 Design Formula for the Flexural Strength of a Double Split Tee Connection

Yang, Jae Guen, Kim, Joo Woo, Kim, Yun
DOI: https://doi.org/10.7781/kjoss.2012.24.5.511

4. p.521 Study on the Flexible Strength of U-shape Hybrid Composite Beam

Kim, Sung Bae, Kim, Sang Seup, Lee, Won Rok, Kim, Jung Yeon, Lee, Seung Bae, Ryu, Deog Su, Kim, Dae Hoi
DOI: https://doi.org/10.7781/kjoss.2012.24.5.521

5. p.535 Flexural Test for Prefabricated Composite Columns Using Steel Angle and Reinforcing Bar

Eom, Tae Sung, Hwang, Hyeon Jong, Park, Hong Gun, Lee, Chang Nam, Kim, Hyoung Seop
DOI: https://doi.org/10.7781/kjoss.2012.24.5.535

6. p.549 Damage Detection of Truss Structures Using Genetic Algorithm

Kim, Hyung Min, Lee, Jae Hong
DOI: https://doi.org/10.7781/kjoss.2012.24.5.549

7. p.559 The Characteristics of Structural Behavior of Temporary Bridge Using Continuous Cross Beam

Joo, Hyung Joong, Lee, Young Geun, Lee, Dong Hyuk, Yoon, Soon Jong
DOI: https://doi.org/10.7781/kjoss.2012.24.5.559

8. p.571 Experimental Verification of Age-adjusted Effective Modulus Method to Long-Term Behavior Estimation of Prestressed Composite Girders

Bae, Doo Byong, Oh, Chang Kook, Choi, Sok Hwan
DOI: https://doi.org/10.7781/kjoss.2012.24.5.571

9. p.583 Compressive Behavior of Steel Plate-Concrete Structures using Eco-Oriented Cement Concrete

Kang, Cheol Kyu, Choi, Byong Jeong, Jeoung, Beak Seon
DOI: https://doi.org/10.7781/kjoss.2012.24.5.583

10. p.595 Load Carrying Capacity Assessment of Bridges with Elastic Supports Application

Yang, Seung Hyun
DOI: https://doi.org/10.7781/kjoss.2012.24.5.595

11. p.605 Change of Strength of High-Strength Bolted Connection Depending on Standard and Over Bolt Hole

Yang, Seung Hyun
DOI: https://doi.org/10.7781/kjoss.2012.24.5.605

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