Judul: Analisis Kekuatan Struktur Steel Box Girder Jalan Bebas Hambatan Tanjung Priok Seksi E-2A Terhadap Gempa
Abstrak: Tanjung Priok, Jakarta is one of the centers of economic activity in Indonesia, it is supported by the Jakarta International Container Terminal (JITC) and several large plants around it like PT. Pertamina and PT. Bogasari. Ground transportation is a type of transportation that is widely used by businesses to distribute the products it sells, or stored in the warehouse or to be exported out of the country by sea. Economic development of Tanjung Priok so rapidly causing traffic volume in Tanjung Priok is inadequate so the congestion. Congestion happens memperhambat economic activity in Tanjung Priok. Roads and bridges is one of the major factors in the field of transport infrastructure proponent, so do road and bridge infrastructure to keep pace with the development of economic activities in Tanjung Priok. This study aims to determine the structural strength of steel box with modeling grider CSI Bridge. Based on a study of the steel box girder Highway Tanjung Priok safe due to a combination of forces and especially the earthquake.
Keyword: 3D modeling, steel box girder analysis, Highway Tanjung Priok

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: Infeksi Virus Parainfluenza Pada Anjing
Abstrak: Virus parainfluenza anjing termasuk famili Paramyxoviridae, berbentuk pleomorf dengan ukuran bervariasi (bergaris tengah antara 100-500 nm), berpembungkus peka ether, berisi genom RNA dan secara serologis mempunyai kesamaan dengan virus SV-5 kera; dikenak sebagai salah satu kausa penting dari sindrom "kennel cough". Infeksinya dapat mengenai anjing semua umur yang belum pernah terinfeksi atau mendapatkan vaksinasi mengakibatkan gejala klinis ringan yang terbatas pada traktus respirasi atu infeksi yang secara klinis tidak memperlihatkan gejala nyata. Gejala klinis yang nampak setelah masa inkubasi (1-5 hari) terlewati berupa batuk yang tidak berat selama beberapa hari, berbagai tingkat tonsilitis dan pharyngitis dan kadang-kadang ditemukan kenaikan temperatur rektal antara 1-2 derajat C dari temperatur normal rat-rata. Anjing terinfeksi mengandung virus pada traktus respirasi bagian atas dan bawah serta limfonoduli sampai hari ke 9 setelah infeksi. Penyebaran virus antar anjing terjadi secara aerogen.
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