Judul: Analisis Struktur P106-P107 (Sta.7+388.50 ~ Sta.7+424.25) Jalan Bebas Hambatan Tanjung Priok Seksi E2-A terhadap Beban Gempa
Abstrak: The resistance of building structure, included high way should be considered because Indonesia laid in a highly active tectonic zone. The purpose of this research is to analyze the structure of fly over P106-P107 (Sta. 7 +388.50 ~ Sta. 7 +424.25) at Tanjung Priok Access Road section E2-A under earthquake loads based on Peta Hazard Gempa Indonesia 2010, using response spectrum method. Based on the result of this research, is obtained that for slab, girder, pier head, and pier structure are safed under earthquake loads. The amount of tendon needs for the girder is 125 tendons ( 98.7 mm2) and for the pier head is 558 tendons ( 138.7 mm2). For slab, is used flexural reinforcement D19-150. The shear reinforcement for girder is used D22-132.5 at pedestal area and D13-150 at field area. For pier head is used flexural reinforcement D32 and shear reinforcement D16. The result analysis of pier using software PCA Col showed that the pier capacity is strong enough to endure loading combinations, so the pier structure is safed under earthquake loads
Keyword: moment, earthquake, tendon, bridge, infrastructure

Judul: Analisis ketahanan struktur pier dan pier head P80 dan P79 terhadap gempa pada pembangunan on/off ramp barat JLNT Kampung Melayu-Tanah Abang
Abstrak: The bridge is building a unctioning passing traffic on the two ends of the broken because of the barriers in the river, channel, canals, a strait, the valley, road and rail road. The purpose of this study, the first is to conduct an analysis of the structure of project “On/Off Ramp Barat Jalan Layang Non Tol Kampung Melayu – Tanah Abang” to earthquake by knowing the value of the maximum forces on the maximum load combination. Standard load ultimit used based on RSNI and RSNI T02-2005 03-1726-2010, and Indonesia Earthquake Zonation Map 2010. The second compares the value in the maximum forces in combination with the nominal styles, particularly earthquake load. The secondary Data were analyzed using the software structure of CSI Bridge 15 based on the dimensions of the structure, the quality of the concrete, and the quality of steel mounted in the field. The quality of the concrete used for the pier is K-350, to use concrete quality pierhead K-450, while PCU girder using concrete quality K-600. Analysis of Bridge 15 CSI generate value for pierhead P80 ultimit moment of 86218.354 kNm, and for P79 is 87527.531 kNm. Ultimit moments are used to calculate the amount of reinforcement bending. Reinforcement bending on the pierhead P80 is 88D32 and 88D32 for P79. This value does match the existing reinforcement. Keywords: bridge, earthquake, pier, concrete quality, CSI Bridge 15, reinforce
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Judul: Kajian Pemberian Virgin Coconut Oil (Vco) Dan Simvastatin Terhadap Kadar Kolesterol Darah Kelinci Lokal (Oryctolagus Cuniculus) Hiperkolesterolemia
Abstrak: Hiperkolesterolemia terjadi ketika kolesterol darah melebihi batas normal. Keadaan ini memicu berbagai penyakit mematikan. Penelitian ini bertujuan untuk mengukur kolesterol darah kelinci yang diberi perlakuan hiperkolesterol serta simvastatin dan VCO. Penelitian ini menggunakan 9 ekor kelinci jantan berumur rataan 1 tahun, bobot badan antara 1.3-2.1 kg, dan dibagi menjadi 3 kelompok, yaitu Kontrol (K), Kelinci Simvastatin (KSV), dan Kelinci VCO (KVC). Kelompok KSV dan KVC diberi perlakuan hiperkolesterol menggunakan minyak kelapa dan kuning telur, kemudian perlakuan pengobatan. Pengukuran kolesterol darah menggunakan kolesterol kit NESCO. Analisa hasil menggunakan Analisis of Variance (ANOVA) selang kepercayaan 95%, dilanjutkan dengan uji Duncan. Hasil penelitian menunjukkan bahwa kuning telur dan minyak kelapa mampu meningkatkan kolesterol darah. Penggunaan VCO dan simvastatin setiap hari dengan dosis masing-masing 2.6 ml/kg BB dan 1.2 mg/kg BB cenderung menurunkan kolesterol darah dalam waktu 1 minggu.
Keyword: Hiperkolesterolemia, kelinci, simvastatin, VCO