Masjid Tuha Ulee Kareng adalah salah satu masjid tradisional tertua di Aceh yang masih difungsikan hingga saat ini. Namun bangunan ini masih menyimpan berbagai permasalahan diantaranya adalah fungsi bangunan yang tidak berfungsi maksimal, tidak terawatnya struktur dan material bangunan, serta kurangnya pengetahuan masyarakat tentang keberadaan arsitektur masjid ini. Penelitian ini bertujuan untuk mengidentifikasi unsur kearifan lokal pada bangunan masjid Tuha Ulee Kareng, terutama pada komponen struktur dan ornamennya yang telah menjadi ciri khas Aceh di masa lampau. Pengumpulan data dilakukan dengan melakukan observasi lapangan dan wawancara semi-terstruktur terhadap 15 informan kunci. Hasil penelusuran menunjukkan keunikan masjid terlihat pada bagian atap yang memiliki dua tingkatan. Struktur dan konstruksi bangunan masjid masih dalam kondisi asli dengan bahan material kayu. Berbagai ukiran ornamen yang menghiasi kontruksi kayu tidak hanya sebagai perwujudan ekspresi seni, namun menyiratkan makna hubungan manusia dengan Tuhan penciptanya. Hal tersebut diterjemahkan sebagai bentuk kearifan lokal pada bangunan Masjid Tuha Ulee Kareng
The primary structural component supporting the other structural loads in a building is the beam-column joint. It is considered a critical area of a building which needs to be accurately designed to ensure energy is dissipated properly during the occurrence of an earthquake. Beam-column joint has the ability to offer a proper structure required to transform cyclic loads in the inelastic region but also has a direct impact on the components connected to it during the occurrence of any failure. This is one of the reasons the beam-column connection needs to be designed carefully. Therefore, this study focused on designing a beam-column joint with reinforcement according to SK SNI T-15-1991 in order to withstand cyclic loads. The test specimen used was observed to have a concrete compressive strength of 19.17 MPa while the dimension of the beam was 120 x 30 x 40 cm and the column was 30 x 30 x 200 cm, having 8Ø13.4 mm bars with 310.03 MPa yield strength (fy) as well as Ø9.8-100 mm stirrup reinforcement with (fy) 374.59 MPa. The test was initiated through the provision of 0.75 mm, 1.5 mm, 3 mm, 6 mm, 12 mm, 24 mm monotonic cyclic loads at the end of the beam up to the moment the specimen cracked. A maximum load of 68.35 kN for the compression and 49.92 kN for the tension was required to attain the cyclic load capacity. The maximum load was attained at 50.98 mm displacement. Furthermore, beam-column with 23.93 mm displacement caused a reduction in capacity. Meanwhile, the load at 24 mm produced the cycle's highest dissipation energy of 13.25 but this can be increased through the addition of stirrups to provide stiffness in the joint. The stiffness value was also observed to have increased after the structural repairs.
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