1. Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements;Acampora;J. Wind Eng. Ind. Aerod.,2014
2. American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures;ASCE7-10,2010
3. A 60 year old, 100 m high steel tower: .limit states under wind actions;Ballio;J. Wind Eng. Ind. Aerod.,1992
4. Brincker R., Zhang L., and Andersen P., 2000. Modal identification from ambient responses using frequency domain decomposition. In Proceedings of the 18th International Modal Analysis Conference, pages 625-630, San Antonio, TX, February 2000.
5. Alongwind load effects on free-standing lattice towers;Calotescu;J. Wind Eng. Ind. Aerod.,2016