Matrix Stiffness Method atau Direct Stiffness Method atau Matrix Displacement Method atau Finite Element Method adalah metode analisis struktur yang digunakan sebagai dasar program komputer untuk menghitung struktur seperti SAP2000 atau Etabs.
Rumusnya sangat sederhana, yakni {F}=[K]*{U}
Menghitung analisis MSM menggunakan MS Excel sangat simpel sekali dibanding metode manual lain seperti Momen Distribusi, Slope Deflection, Cross, atau Takabeya. Serta mampu menghitung struktur statis tak tentu yang sangat kompleks seperti high rise building.
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Matrix Stiffness Method or Direct Stiffness Method or Matrix Displacement Method or Finite Element Method is a structure analysis method that is used as a basis for computer programs to calculate structures such as SAP2000 or Etabs.
The formula is very simple, namely {F} = [K] * {U}
Calculating MSM analysis using MS Excel is very simple compared to other manual methods such as Distribution Moments, Slope Deflection, Cross, or Takabeya. As well as being able to calculate uncertain static structures that are very complex such as high rise building.
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Download file:
matrix-stiffness-direct-stiffness-matrix-displacement-finite-element-method.pdf
https://drive.google.com/drive/folders/1fhbxrhmfyyl1eJzTsNfKLNVUVIw_F3Oy?usp=sharing
