Analisis Desain Gedung Perkantoran 40 Lantai Menggunakan Dual System (SRPMK dan Shear Wall) Tanpa dan Dengan Post-Tension Flat Slab = Analysis Of 40-Storey Office Building Using Dual System (Special Moment Resisting System and Shear Wall) Without and With Post-Tension Flat Slab

Perbandingan Respon Struktur Bangunan dengan Sistem Post-Tensioned Flat Slab dan Sistem Ganda Dinding Geser Beton Dengan Rangka Pemikul Momen Khusus terhadap Beban Gempa pada Bangunan Hotel 8 Lantai = Comparison of Building Structural Response with Post-Tensioned Flat Slab System and Dual System of Concrete Shear Walls with Special Moment Resisting Frame to Earthquake Loads in an 8-Story Hotel Building

Studi Numerik Perubahan Frekuensi Natural Bangunan Beton 2D Dengan Sistem Rangka Pemikul Momen Khusus (SRPMK) Dan Korelasinya Dengan Indeks Kerusakan Dari Struktur Menggunakan Software CAST3M = Numerical Study Of Natural Frequency Change In 2D Concrete Buildings With Special Moment Frame (SMF) and Correlation With Damage Index of Structures Using CAST3M Software

Studi perbandingan gaya geser (Dinamik 3D) tower pada struktur podium multi tower dengan analisa respon spektrum dan riwayat waktu = A comparison study on the shear force (dynamic 3D) of towers at the multi towers podium structure with response spectrum and time history analysis

Studi Numerik Perubahan Frekuensi Natural Bangunan Baja 2D dengan Sistem Rangka Pemikul Momen Khusus dan Korelasinya dengan Indeks Kerusakan dari Struktur Menggunakan Software OpenSEES = Numerical Study of Changes in Natural Frequency of 2D Steel Structures with Special Moment Resisting Frame System and Its Correlation to the Damage Index of Structure Using OpenSEES