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PLPAK : ウィキペディア英語版
PLPAK

The PLPAK developers, (BE4E ), describe it as "The PLPAK is special purpose software package for structural analysis of building slabs and foundations based on the Boundary Element Method".〔http://www.be4e.com〕 The PLPAK uses the shear-deformable plate bending theory according to Reissner.
== Technical publications ==
This package is developed by Prof. Youssef F. Rashed with his research group. The following are some relevant publications:
# Rashed, Y. F., Boundary Element Formulations for Thick Plates, Topics in engineering, Vol. 35. WIT press, Southampton and Boston, (2000).
# Rashed, Y. F., C.A. Brebbia, Eds., Transformation of domain effects to the boundary, WIT press, Southampton and Boston, (2003).
# Rashed, Y. F., Aliabadi, M.H., Brebbia, C.A., Transformation of domain integrals in BEM for thick foundation plates. ASCE J. Engineering Mechanics, 125(9), 1062-1070 (1999).
# Rashed, Y. F., Aliabadi, M.H., Boundary element analysis of building foundation plates. Engineering Analysis with Boundary Element, 24, 201–206, (2000).
# Rashed, Y. F. A boundary integral transformation for bending analysis of thick plates resting on bi-parameter foundation. Advances in Structural Engineering, 5(1), 13-22, (2002).
# Rashed, Y. F., A coupled BEM-flexibility force method for bending analysis of internally supported plates. Int. J. Numerical Methods in Engineering, 54, 1431–1457, (2002).
# Rashed, Y. F., BEM for dynamic analysis using compact supported radial basis functions, Computers & Structures, 80, 1351–1367, (2002).
# Rashed, Y. F., Boundary element modelling of flat plate floors under vertical loading, Int. J. Numerical Methods in Engineering, 62, 1606–1635, (2005).
# Rashed, Y. F., A boundary/domain element method for analysis of building raft foundations, Engineering Analysis with Boundary Elements, 29, 859-877, (2005).
# Rashed, Y. F., A relative quantity integral equation formulation for evaluation of boundary stress resultants in shear deformable plate bending problems, Eng. Analysis with Boundary Elements 32, 152–161, (2008).

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