Wilson H. Tang
- Dam Safety Inspection Scheduling. In: Journal of Hydraulic Engineering, v. 117, n. 2 (February 1991). (1991):
- Statistical evaluation of load factors in structural design. Presented at: IABSE Symposium: Symposium on Concepts of Safety of Structures and Methods of Design, London, United Kingdom, 1969. (1969):
- Reliability in Back Analysis of Slope Failures. In: Soils and Foundations, v. 39, n. 5 (October 1999). (1999):
- Kriging Numerical Models for Geotechnical Reliability Analysis. In: Soils and Foundations, v. 51, n. 6 (December 2011). (2011):
- Automated Least-Squares Adjustment of Triangulation-Trilateration Figures. In: Journal of Surveying Engineering (ASCE), v. 127, n. 4 (November 2001). (2001):
- Prediction of Project Performance Based on Degree of Interaction. In: Journal of Management in Engineering (ASCE), v. 13, n. 2 (March 1997). (1997):
- Efficient Spreadsheet Algorithm for First-Order Reliability Method. In: Journal of Engineering Mechanics (ASCE), v. 133, n. 12 (December 2007). (2007):
- Efficient Reliability Evaluation Using Spreadsheet. In: Journal of Engineering Mechanics (ASCE), v. 123, n. 7 (July 1997). (1997):
- Updating Anomaly Statistics—Multiple Anomaly Pieces. In: Journal of Engineering Mechanics (ASCE), v. 114, n. 6 (June 1988). (1988):
- Optimal Importance‐Sampling Density Estimator. In: Journal of Engineering Mechanics (ASCE), v. 118, n. 6 (June 1992). (1992):
- Average Property in Random Two‐State Medium. In: Journal of Engineering Mechanics (ASCE), v. 115, n. 1 (January 1989). (1989):
- Statistics of spatial average in a random two-state medium. In: Structural Safety, v. 6, n. 2-4 (November 1989). (1989):
- Updating anomaly statistics—single anomaly case. In: Structural Safety, v. 4, n. 2 (January 1986). (1986):
- Reliability evaluation of idealized tunnel systems. In: Structural Safety, v. 11, n. 2 (April 1992). (1992):
- Probabilistic evaluation on progressive failure in cut slopes. In: Structural Safety, v. 14, n. 1-2 (April 1994). (1994):
- Reliability analysis using object-oriented constrained optimization. In: Structural Safety, v. 26, n. 1 (January 2004). (2004):