@article{collins_kasal_paevere_foliente_2005, title={Three-dimensional model of light frame wood buildings. I: Model description}, volume={131}, DOI={10.1061/(asce)0733-9445(2005)131:4(676)}, abstractNote={In this paper, a nonlinear three-dimensional finite element ~FE! model of light frame buildings capable of static and dynamic analysis is presented. The model can accommodate various material and structural configurations, including multilevel structures. A customizable commercial general purpose FE code is used in the analytical investigation of the model formulation. The model as presented is capable of predicting the hierarchical response of the structure from the global, such as the maximum displacement, down to the individual demand placed on substructures such as a nailed joint connection. This capability is provided by replacing individual substructure responses, e.g., in-plane responses of shear walls, with energetically equivalent and more computationally efficient nonlinear springs. The predictive ability of the model is experimentally validated, in Part II, based on global and local response comparisons, considering measures of energy dissipation, displacement, and load. Validated, this model provides the analyst a powerful tool to investigate various aspects of light frame building behavior under static and dynamic loading.}, number={4}, journal={Journal of Structural Engineering (New York, N.Y.)}, author={Collins, M. and Kasal, B. and Paevere, P. and Foliente, G. C.}, year={2005}, pages={676–683} }
 @article{collins_kasal_paevere_foliente_2005, title={Three-dimensional model of light frame wood buildings. II: Experimental investigation and validation of analytical model}, volume={131}, DOI={10.1061/(asce)0733-9445(2005)131:4(684)}, abstractNote={In this paper, a nonlinear three-dimensional finite element model, presented in Part I, capable of static and dynamic analysis is compared with the results of an experiment on a full-scale asymmetric light frame building. The predictive ability of the model is experimentally validated based on global and local response comparisons, using measures of energy dissipation, displacement, and load. Comparison of modeling and experimental test results show that the energy dissipation, hysteretic response, the load sharing between the walls, and the torsional response are estimated reasonably well. The model predicts higher order response parameters such as energy dissipation more accurately than load or displacement. Validated, this model provides a tool to investigate various aspects of light frame building behavior under static and dynamic loading.}, number={4}, journal={Journal of Structural Engineering (New York, N.Y.)}, author={Collins, M. and Kasal, B. and Paevere, P. and Foliente, G. C.}, year={2005}, pages={684–692} }
 @article{kasal_collins_paevere_foliente_2004, title={Design models of light frame wood buildings under lateral loads}, volume={130}, DOI={10.1061/(asce)0733-9445(2004)130:8(1263)}, abstractNote={In this paper, different methods of lateral force distribution and design are described and compared with the results of experiments on a full-scale woodframe test house, and with a detailed three-...}, number={8}, journal={Journal of Structural Engineering (New York, N.Y.)}, author={Kasal, B. and Collins, M. S. and Paevere, P. and Foliente, G. C.}, year={2004}, pages={1263–1271} }