Nam-Sik Kim
- (2015): 재공중심 전문건설업체의 건설경기지표와 경영성과지표의 상관성 분석 (Interaction Analysis between Construction Business Indicators and Business Performance Indicators of Specialty Contractors providing Labor and Small Sized Equipments). In: Journal of the Korea Institute of Building Construction (한국건축시공학회지), v. 15, n. 1 (February 2015).
- (2014): 기계중심 전문건설업체의 건설경기지표와 경영성과지표의 상관성 분석 (Interaction Analysis between Construction Business Indicators and Business Performance Indicators of Specialty Contractors providing Heavy Equipment). In: Journal of the Korea Institute of Building Construction (한국건축시공학회지), v. 14, n. 5 (October 2014).
- (2014): 건축 전문건설업체의 건설경기지표와 경영성과지표의 상관성 분석 (Interaction Analysis between Construction Business Indicators and Business Performance Indicators of Architect Specialty Contractors). In: Journal of the Korea Institute of Building Construction (한국건축시공학회지), v. 14, n. 4 (August 2014).
- (2013): Dynamic characteristics of suspension bridge hanger cables using digital image processing. In: NDT & E International, v. 59 (October 2013).
- (2013): Vision-based monitoring system for evaluating cable tensile forces on a cable-stayed bridge. In: Structural Health Monitoring, v. 12, n. 5-6 (May 2013).
- (2012): Estimation of bridge displacement responses using FBG sensors and theoretical mode shapes. In: Structural Engineering and Mechanics, v. 42, n. 2 (April 2012).
- (2015): Base isolation performance of a cone-type friction pendulum bearing system. In: Structural Engineering and Mechanics, v. 53, n. 2 (January 2015).
- (2010): Dynamic Performances of A Railway Bridge Under Moving Train Load Using Experimental Modal Parameters. In: International Journal of Structural Stability and Dynamics, v. 10, n. 1 (March 2010).
- (2012): Estimation of Dynamic Characteristics of Long-span Bridge Cables Using Image Signal Processing. Presented at: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.
- (2003): Effect of vehicle weight on natural frequencies of bridges measured from traffic-induced vibration. In: Earthquake Engineering and Engineering Vibration, v. 2, n. 1 (June 2003).
- (2016): Numerical Model Updating Technique for Estimating Load Carrying Capacities of High Speed Railway Bridges. Presented at: IABSE Conference: Bridges and Structures Sustainability - Seeking Intelligent Solutions, Guangzhou, China, 8-11 May 2016.
- (2013): Korean Guideline for Performance-based Assessment of Existing Bridges. Presented at: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013.
- (2001): Ambient Vibration Tests on Two Cable-Supported Bridges in Korea. Presented at: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001.
- (2008): Deflection estimation of a full scale prestressed concrete girder using long-gauge fiber optic sensors. In: Construction and Building Materials, v. 22, n. 3 (March 2008).
- (2015): Estimation of the vibration serviceability deflection limit of a high-speed railway bridge considering the bridge-train interaction and travel speed. In: KSCE Journal of Civil Engineering, v. 20, n. 2 (April 2015).
- (2013): Numerical model validation for a prestressed concrete girder bridge by using image signals. In: KSCE Journal of Civil Engineering, v. 17, n. 3 (April 2013).
- (1995): Pseudodynamic test for evaluation of seismic performance of base-isolated liquid storage tanks. In: Engineering Structures, v. 17, n. 3 (April 1995).
- (1999): Shaking table and pseudodynamic tests for the evaluation of the seismic performance of base-isolated structures. In: Engineering Structures, v. 21, n. 4 (April 1999).
- (2009): Equivalent multi-phase similitude law for pseudodynamic test on small scale reinforced concrete models. In: Engineering Structures, v. 31, n. 4 (April 2009).
- (2012): Analysis Model Verification of a Suspension Bridge Exploiting Configuration Survey and Field-Measured Data. In: Journal of Bridge Engineering (ASCE), v. 17, n. 5 (September 2012).
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