The General Crack Component Model for reversed cyclic shear

D. M. V. Ruggiero; E. C. Bentz; G. M. Calvi; M. P. Collins; D. M. Ruggiero 

Structural Concrete. 2023. DOI : 10.1002/suco.202300266.

A Simple, Closed-Form Method for Determining the Superelevation of Tall Reinforced Concrete Buildings

D. M. V. Ruggiero; P. C. Miglietta; B. Boulanger; T. Kokai 

2023. fib Symposium 2023: Building for the Future: Durable, Sustainable, Resilient, Istanbul, Turkey, June 5-7, 2023. p. 1018-1027. DOI : 10.1007/978-3-031-32511-3_104.

Towards the development of direct crack-based assessment of structures

P. M. Calvi; D. M. V. Ruggiero; G. T. Proestos 

ACI Symposium Publication. 2018-12-09. Vol. 328, p. 9.1-9.20. DOI : 10.14359/51711153.

Earthquake-induced floor accelerations in base isolated structure

P. M. Calvi; D. M. V. Ruggiero 

2017-01-08. 16th World Conference on Earthquake Engineering (16WCEE), Santiago, Chile, January 9-13, 2017. p. 1-12.

Shear Response under Reversed Cyclic Loading

D. M. V. Ruggiero; E. C. Bentz; G. M. Calvi; M. P. Collins 

ACI Structural Journal. 2016-01-11. Vol. 113, num. 6, p. 1313-1324. DOI : 10.14359/51689033.

Numerical modelling of variable friction sliding base isolators

P. M. Calvi; D. M. V. Ruggiero 

Bulletin of Earthquake Engineering. 2015-10-15. Vol. 14, num. 2, p. 549-568. DOI : 10.1007/s10518-015-9834-y.

Behaviour of reinforced concrete subjected to reversed-cyclic shear loads

D. M. V. Ruggiero; M. P. Collins; G. M. Calvi; E. C. Bentz 

2014-07-21. 10th fib International PhD Symposium in Civil Engineering, Quebec City, Canada, July 21-23, 2014. p. 271-276.