Volume 09 No. 2, Juli 2009
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VARIABEL - VARIABEL UTAMA DALAM SISTEM MANAJEMEN MUTU UNTUK PENINGKATAN PROFITABILITAS JASA KONSTRUKSI INDONESIA YANG BERPOTENSI MENINGKATKAN GROSS DOMESTIC PRODUCT SEKTOR KONSTRUKSI
(2009-07)Quality Management System (QMS) has been proven as the best management approach. Empirical studies have concluded that applying QMS gives significant effect on result and impact. As the demand of construction industry ... -
KAJIAN “TINGKAT KEPUASAN” PENGGUNA ANGKUTAN UMUM DI DIY
(2009-07)The performance of public transport in Jogjakarta is getting worst recently. Therefore both of the government as regulator and public transport company as operator and service provider must pay more attention to improve ... -
PENGGUNAAN CARBON FIBER REINFORCED PLATE SEBAGAI BAHAN KOMPOSIT EKSTERNAL PADA STRUKTUR BALOK BETON BERTULANG
(2009-07)The flexural strengthening of reinforced concrete beam can be considered with applied externally bonded steel plate or carbon fiber composite. This external plate is bonded to the tension face of the concrete beam. ... -
FORMULA ANGKA STABILITAS UNIT LAPIS LINDUNG PEMECAH GELOMBANG TIPE GELOMBANG TAK PECAH
(2009-07)The objective of research is to evaluate variables that influence the stability number of breakwater armor units (Ns), such as height of wave, wave period, wave angle direction, layer coefficient, and porosity. While the ... -
STUDI PERAWATAN JARINGAN JALAN REL KERETA API BERBASIS KEHANDALAN (RCM)
(2009-07)Up to now, railway network maintenance in Indonesia is carried out on bases of routine maintenance and is not yet completed with reliability based maintenance which is known for its capability in reducing structural failure ... -
PENGARUH PENGEKANGAN PADA ANALISIS MOMEN NOMINAL UNTUK PENGAMANAN KOLOM BETON BERTULANG TERHADAP KEGAGALAN GETAS GESER
(2009-07)SNI 03-2847-2002 code defines the nominal shear strength of a structural member from the nominal bending moments at both ends of the corresponding member. This condition is implemented in the design to avoid the shear failure ... -
METODA HITUNGAN LENDUTAN PELAT DENGAN MENGGUNAKAN MODULUS REAKSI TANAH DASAR EKIVALEN UNTUK STRUKTUR PELAT FLEKSIBEL
(2009-07)To evaluate deflection of a slab using theory of beam on elastic foundation needs a value of vertical modulus subgrade reaction (k). This k values are usually obtained by conducting plate load test using rigid plate with ... -
PERILAKU INELASTIK SISTEM RANGKA BATANG PEMIKUL MOMEN KHUSUS TIPE VIERENDEEL BERPENGAKU BRESING ANTI TEKUK
(2009-07)This research evaluates the inelastic behavior of ductile Buckling-Restrained Braced Truss-girder Moment Frames (BRBTMF) by analytical means. The BRBTMF proposed in this paper is the modification of the Special Truss Moment ... -
THE FRACTURED-BASED MODELING OF PULL-OUT PROBLEM WITH LONG EMBEDDED NYLON 600
(2009-07)Fracture phenomenon happened during the pull-out process. Previous study of short embedded nylon 600 in cementitious matrix model has proved several new theories with main concern of fracture. Nevertheless, it is necessary ... -
TRANSFORMATION OF BED SURFACE STRUCTURES AFTER A SERIES OF RELATIVELY SHORT HYDROGRAPHS
(2009-07)This paper reports on a laboratory experiments in which a bimodal sediment bed was exposed to an antecedent flow hydrograph followed by a stability test. The applications of these hydrographs were intended to observe the ... -
INVESTIGATING RUTTING PERFORMANCE OF FOAMED COLD-MIX ASPHALT UNDER SIMULATED TRAFFICKING
(2009-07)A trial section of a foamed cold mix asphalt (FCMA) pavement was constructed and investigated under simulated trafficking in the Pavement Test Facility (PTF). A combination of crushed limestone and reclaimed asphalt ... -
VELOCITY MEASUREMENTS ON FLOW AROUND A CYLINDER
(2009-07)If the cylinder is set in an open channel, the flow upstream will undergo a separation of the turbulent boundary layer and rolls up to form the well-known horseshoe-vortex system, which is swept around the cylinder. The ... -
PREDICTION OF STRUCTURAL RESPONSES USING NATURAL FREQUENCY MEASUREMENTS
(2009-07)This paper demonstrates that prediction of structural responses can experience significant errors due to the modelling errors or uncertain input even for simple structures. The responses of two simple reinforced concrete ...
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