Henryk K. Stolarski
- Evaluation of the effective elastic moduli of particulate composites based on Maxwell’s concept of equivalent inhomogeneity: microstructure-induced anisotropy. In: Journal of Mechanics of Materials and Structures, v. 8, n. 5-7 (November 2013). (2013):
- Arc-length and explicit methods for static analysis of prestressed concrete members. In: Computers and Concrete, v. 18, n. 1 (July 2016). (2016):
- An alternative formulation of the geometric stiffness matrix for plate elements. In: Computers & Structures, v. 24, n. 6 (January 1986). (1986):
- Influence of cavity dimension on the stability of eccentrically loaded slender unreinforced masonry hollow walls. In: Construction and Building Materials, v. 25, n. 12 (December 2011). (2011):
- Finite element modeling of prestressed concrete spandrel beams. In: Engineering Structures, v. 32, n. 9 (September 2010). (2010):
- Influence of transverse loading on the stability of slender unreinforced masonry walls. In: Engineering Structures, v. 30, n. 10 (October 2008). (2008):
- Application of the arc-length method for the stability analysis of solid unreinforced masonry walls under lateral loads. In: Engineering Structures, v. 27, n. 6 (May 2005). (2005):
- Long-term lateral deflection of precast, prestressed concrete spandrel beams. In: PCI Journal, v. 58, n. 4 (September 2013). (2013):
- Instrumentation and Modeling of I-35W St. Anthony Falls Bridge. In: Journal of Bridge Engineering (ASCE), v. 18, n. 6 (June 2013). (2013):
- Elastic Solutions for Eccentrically Loaded, Slender, Rectangular Spandrel Beams. In: Journal of Structural Engineering (ASCE), v. 138, n. 7 (July 2012). (2012):
- Analysis of the Influence of Tensile Strength on the Stability of Eccentrically Compressed Slender Unreinforced Masonry Walls Under Lateral Loads. In: Journal of Structural Engineering (ASCE), v. 130, n. 6 (June 2004). (2004):