Kuo Feng Lo

发表

Non-destructive test for pile beneath bridge in the time, frequency, and time-frequency domains using transient loading

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2010 .

Time-frequency analyses of pile-integrity testing using wavelet transform

Sheng-Huoo Ni, Lutz Lehmann, Kuo Feng Lo, 2008 .

Low-strain integrity testing of drilled piles with high slenderness ratio

Sheng-Huoo Ni, Lutz Lehmann, Kuo Feng Lo, 2006 .

An automatic procedure for train speed evaluation by the dominant frequency method

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2011 .

Estimating the flaw size in drilled shafts using an impulse response method

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2011 .

Numerical Investigation of the Scouring Effect on the Lateral Response of Piles in Sand

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2012 .

Time–Frequency Signal Analysis for Nondestructive Evaluation of Pile with Cap

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2008 .

Free field vibrations due to pile driving using a coupled fem with SBFEM method

Sheng-Huoo Ni, Lutz Lehmann, Kuo Feng Lo, 2012 .

Inclination correction of the parallel seismic test for pile length detection

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2011 .

Buried pipe detection by ground penetrating radar using the discrete wavelet transform

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2010 .

Nondestructive Integrity Evaluation of PC Pile Using Wigner-Ville Distribution Method

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2008 .

Assessment of identifiable defect size in a drilled shaft using sonic echo method: Numerical simulation

Sheng-Huoo Ni, Kuo Feng Lo, Yan Hong Huang, 2010 .