Bo Kasal

Collins, M., & Kasal, B. (2010). Dynamically loaded light-frame wood stud walls: experimental verification of an analytical model. MATERIALS AND STRUCTURES, 43(9), 1203–1216. https://doi.org/10.1617/s11527-009-9575-y

Mechanical properties of lumber from partially cad-deficient loblolly pine (Pinus taeda). (2008). Wood and Fiber Science, 40(4), 657–662.

Kasal, B., Peszlen, I., Peralta, P., & Li, L. (2007). Preliminary tests to evaluate the mechanical properties of young trees with small diameter. HOLZFORSCHUNG, Vol. 61, pp. 390–393. https://doi.org/10.1515/HF.2007.054

Paevere, P. J., Foliente, G. C., & Kasal, B. (2005). Closure to "Load-sharing and redistribution in a one-story woodframe building" by Phillip J. Paevere, Greg C. Foliente, and Bo Kasai. Journal of Structural Engineering (New York, N.Y.), 131(4), 694–695. https://doi.org/10.1061/(asce)0733-9445(2005)131:4(694)

Kasal, B., & Leichti, R. J. (2005). State of the art in multiaxial phenomenological failure criteria for wood members. PROGRESS IN STRUCTURAL ENGINEERING AND MATERIALS, 7(1), 3–13. https://doi.org/10.1002/pse.185

Collins, M., Kasal, B., Paevere, P., & Foliente, G. C. (2005). Three-dimensional model of light frame wood buildings. I: Model description. Journal of Structural Engineering (New York, N.Y.), 131(4), 676–683. https://doi.org/10.1061/(asce)0733-9445(2005)131:4(676)

Collins, M., Kasal, B., Paevere, P., & Foliente, G. C. (2005). Three-dimensional model of light frame wood buildings. II: Experimental investigation and validation of analytical model. Journal of Structural Engineering (New York, N.Y.), 131(4), 684–692. https://doi.org/10.1061/(asce)0733-9445(2005)131:4(684)

Kasal, B., Collins, M. S., Paevere, P., & Foliente, G. C. (2004). Design models of light frame wood buildings under lateral loads. Journal of Structural Engineering (New York, N.Y.), 130(8), 1263–1271. https://doi.org/10.1061/(asce)0733-9445(2004)130:8(1263)

Kasal, B., & Heiduschke, A. (2004). Radial reinforcement of curved glue laminated wood beams with composite materials. Forest Products Journal, 54(1), 74–79.

Kasal, B., Pospisil, S., Jirovsky, I., Heiduschke, A., Drdacky, M., & Haller, P. (2004). Seismic performance of laminated timber frames with fiber-reinforced joints. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 33(5), 633–646. https://doi.org/10.1002/eqe.368

Heiduschke, A., & Kasal, B. (2003). Composite cross sections with high performance fiber reinforced concrete and timber. Forest Products Journal, 53(10), 74–78.

Paevere, P. J., Foliente, G. C., & KasaL, B. (2003). Load-sharing and redistribution in a one-story woodframe building. Journal of Structural Engineering (New York, N.Y.), 129(9), 1275–1284. https://doi.org/10.1061/(asce)0733-9445(2003)129:9(1275)

Kasal, B. (2003). Semi-destructive method for in-situ evaluation of compressive strength of wood structural members. Forest Products Journal, 53(12-Nov), 55–58.

Bowyer, J., Briggs, D., Johnson, L., Kasal, B., Lippke, B., Meil, J., … Winistorfer, P. (2001). CORRIM - A report of progress and a glimpse of the future. Forest Products Journal, 51(10), 10–22.

Yeh, S. C., Rogers, S. M., Tung, C. C., & Kasal, B. (1999). Behavior of breakaway walls under wave action. Journal of Structural Engineering (New York, N.Y.), 125(10), 1162–1169. https://doi.org/10.1061/(asce)0733-9445(1999)125:10(1162)

Yeh, S. C., Rogers, S. M., Tung, C. C., & Kasal, B. (1999). Design of break away walls under wave action. Journal of Structural Engineering (New York, N.Y.), 25(10), 1162–1169.

Yeh, S. C., Kasal, B., Tung, C. C., & Rogers, S. M. (1999). Ultimate capacity of nailed connections for design of breakaway walls. Forest Products Journal, 49(10), 76–81.

Kasal, B., & Tung, C. C. (1998). Analysis and design of breakaway walls. Proceedings from 5th World Conference on Timber Engineering, Montreux, Switzerland, August 17-20 1998: Vol. 1, 1(1998), 420–425. Lausanne, Switzerland: Presses polytechniques et universitaires romandes.

Kasal, B., & Xu, H. (1998). Modeling of connections with nonlinear, hysteretic, load-dependent behavior and memory: Application in the analysis of frames. In Recent advances in understanding full-scale behavior of wood (FPS proceedings; no. 7275). Madison, WI: Forest Products Society.

Kasal, B. (1998). Numerical modeling of wood structures - benefits and drawbacks. Proceedings: 5th World Conference on Timber Engineering: August 17-20, 1998, Montreux, Switzerland: Vol. 1, 1(1998). Lausanne, Switzerland: Presses polytechniques et universitaires romandes.

Kasal, B., & Xu, H. (1997). A mathematical model of connections with nonlinear nonconservative hysteretic behavior. In Earthquake performance and safety of timber structures (pp. 105–107). Madison, WI: Forest Products Society.

Kasal, B. (1997). Connection tests at North Carolina State University. International workshop on modeling of dynamic behavior of wood structures. Building Research Institute (BRI-MOC); Tsukuba, Japan, (1997).

Xu, H., & Kasal, B. (1997). Hysteretic connection element for the dynamic analysis of frames. Proceedings of the 5th International Colloquium on Stability and Ductility of Steel Structures, vol. 2: SDSS '97: July 29-31, 1997, Nagoya, Japan, 1123–1130. Tokyo: Japan Society of Steel Construction.

Kasal, B. (1997). Strength evaluation of fire retarded wood truss members. In S. Sanchez-Beitia & C. A. Brebbia (Eds.), Structural studies, repairs, and maintenance of historical buildIings (pp. 559–565). Southampton, UK; Boston: Computational Mechanics Publications.

Foliente, G. C., Kasal, B., & Ma, F. (1997). System identification of hysteretic structural systems for dynamic analysis. International workshop on modeling of dynamic behavior of wood structures. Building Research Institute (BRI-MOC); Tsukuba, Japan, (1997).

Kasal, B. (1997). Use of cylindrical specimens in evaluation of some mechanical properties of in-situ wood structural members. In S. Sanchez-Beitia & C. A. Brebbia (Eds.), Structural studies, repairs, and maintenance of historical buildIings (pp. 103–110). Southampton, UK; Boston: Computational Mechanics Publications.

Foliente, G. C., & Kasal, B. (1997). Whole structure modeling  of wood buildings. International workshop on modeling of dynamic behavior of wood structures. Building Research Institute (BRI-MOC); Tsukuba, Japan, (1997).