Judul: Kinerja Struktur Jembatan Box Girder Menerus dengan Variasi Bentang
Abstrak: Permasalahan umum yang sering pada jembatan bentang panjang adalah kemungkinan terjadinya deformasi akan semakin besar pula. Disamping itu, letak Indonesia yang berada di daerah rawan gempa akan menimbulkan respon non-linier pada struktur jembatan. Beban gempa yang kuat sampai melampaui kapasitas pembebanan menyebabkan terjadinya sendi plastis pada struktur jembatan yang akan menyebabkanjembatan berada pada ambang keruntuhan. Oleh sebab itu, pengelompokkan beberapa bentang menjadi beberapa variasi span menggunakan sangat dibutuhkan. Pada penelitian ini dilakukan analisis statik non-linier terhadap kinerja struktur berupa deformasi, sendi plastis, faktor daktilitas dan tingkat kinerja struktur. Berdasarkan hasil analisis yang dilakukan, semakin panjang jembatan maka tingkat kekakuan akan semakin tinggi namun beban gampa akan semakin kecil. Pada penelitian ini jembatan bentang enam memiliki kinerja struktur paling baik yakni, jumlah sendi plastis sepuluh dapat menahan gaya geser dasar sebesar 11317970 kN dengan perpindahan 0.02 m. Deformasi maksimum arah X sebesar 0.001734 m dan 0.000627 m pada arah Y. Faktor daktilitas arah X sebesar 1.52 dan 1.54 pada arah Y. Tingkat kinerja struktur pada jembatan bentang empat, bentang lima, dan bentang enam terkategorikan dalam kelompok Immediate Occupancy dengan nilai kurang dari 0.01 m…
Keyword: deformation, ductility, plastic hinge, structure performance, Environment engineering, Long span bridge, Bridge structure, Structure deformation, Bridge spans

Judul: Analisis Perilaku Dinamika Struktur Jembatan Box Girder Menerus dengan Variasi Bentang.
Abstrak: Box girder bridges are often found on long span bridges. Long span bridge needs to be divided into several groups of span to reduce deflection. Earthquake effect needs to be observed because Indonesia is located in a highly active tectonic zone. The purposes of this study are analyzing period and stiffness value, analyzing length variation effects on structure dynamics, as well as comparing the use effect of response spectrum on the base shear. Preliminary design had done based on AASHTO 2012 and SNI T-12-2004. The used load is dead load. Response spectrum based on earthquake accelerogram created using SeismoMatch v 1.3 program. Analysis of the structure dynamics were calculated with the help of MIDAS Civil program. The 4 span, 5 span, and 6 span bridges have a same natural period. Mass and stiffness of 6 span bridge has the greatest value compared to the others. Mode shapes of 4 span, 5 span, and 6 span bridges are similar. In the x direction, 4 span and 5 span bridges obtaining >90% mass participation in the 6th mode while 6 span bridge on the 7th mode. In the y direction, all bridges obtaining >90% mass participation in the 1st mode. Those bridges can be analyzed using equivalent static method. The use of response spectrum graphs based on earthquake accelerogram is more suitable for base shear calculation compared with response spectrum graphs based on RSNI 2833:2013.
Keyword: accelerogram, box girder, length variation, response spectrum, structure dynamics

Judul: IPB (Bogor Agricultural University)
Abstrak: The research of detection Coxiella burnetii as causative agent of Q fever in Ruminants in Bogor area and Bali province had been done. Coxiella burnetii is an obligate intracellular bacterium that causes Q fever a zoonosis in human and livestick. Among humans, c burnetii is considered an occupational hazard and caused epidemics in abbatoir and livestock workers, scientific workers and pet owners.
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