Identifikasi Faktor Dominan Penyebab Kerentanan Bangunan Di Daerah Rawan Gempa, Provinsi Sumatera Barat

West Sumatra is one of the province in Indonesia owning high earthquake risk. Disaster data in last one decade show the existence of occurence of earthquake generating damage of building in gross. This matter indicate that building in West Sumatra susceptance of  earthquake. One of the building susceptance is management of construction which disagree with needed conditions, law and regulation goodness which in rough, and also execution of imprecise development, imprecise build, either from planning facet and scheme, execution and observation, and also from exploiting facet and treatment. It can make infrastructure and building susceptance of disaster. When disaster happened, construction sector product becoming not function, it will generate disaster victim, or generate big loss, because destruction of other infrastructure or building. Research identify dominant factor is building susceptance represent the part of research of dissertation in the effort to less of building susceptance ( mitigation) to earthquake, by :1) sekunder data analysis of building effect of earthquake 2) perception of building characteristic and practices build 3) interview to some construction expert and earthquake. Research location in six sub-province / disaster gristle town that is; Padang city, Padang Panjang city, sub province of  South Pesisir, sub province of Tanah Datar, sub province of Pariaman and west Pasaman. Research Object at building with floor lower and confined of un-confined masonry. To know potency cause of susceptance by triangulation and sintesis among the data, fact and opinion of expert. Result of research indicate that there are 23,6 % building residing in less condition or did not maintained. To be evaluated from building form, there are 11,1% less up to standard building hold up earthquake that is having regularity of vertical form and horizontal. Pursuant to characteristic usage of brick wall with building structure there are 40,8 % having structure system susceptance of earthquake that is using inappropriate practical log and column

Penyelesaian Kasus Korupsi secara Informal pada Pemerintahan Nagari di Sumatera Barat

The purpose of research is to analyze the settlement of cases of corruption in the government through informal villages. Approach to the problems that used descriptive-analytical. The collected data were analyzed using qualitative analysis to start with the literature used. In research found that this form of corruption in an informal settlement is through deliberation nagari, custom, direct action by the people in the form of social sanctions. The reason why the lines in formal chosen is because it is considered more effective and efficient in terms of time, procedures and costs

Linear-nonlinear stiffness responses of carbon fiber-reinforced polymer composite materials and structures: a numerical study

The stiffness response or load-deformation/displacement behavior is the most important mechanical behavior that frequently being utilized for validation of the mathematical-physical models representing the mechanical behavior of solid objects in numerical method, compared to actual experimental data. This numerical study aims to investigate the linear-nonlinear stiffness behavior of carbon fiber-reinforced polymer (CFRP) composites at material and structural levels, and its dependency to the sets of individual/group elastic and damage model parameters. In this regard, a validated constitutive damage model, elastic-damage properties as reference data, and simulation process, that account for elastic, yielding, and damage evolution, are considered in the finite element model development process. The linear-nonlinear stiffness responses of four cases are examined, including a unidirectional CFRP composite laminate (material level) under tensile load, and also three multidirectional composite structures under flexural loads. The result indicated a direct dependency of the stiffness response at the material level to the elastic properties. However, the stiffness behavior of the composite structures depends both on the structural configuration, geometry, lay-ups as well as the mechanical properties of the CFRP composite. The value of maximum reaction force and displacement of the composite structures, as well as the nonlinear response of the structures are highly dependent not only to the mechanical properties, but also to the geometry and the configuration of the structures

Mgb2 Nonlinear Properties Investigated under Localized High RF Magnetic Field Excitation

In order to increase the accelerating gradient of Superconducting Radio Frequency (SRF) cavities, Magnesium Diboride (MgB2) opens up hope because of its high transition temperature and potential for low surface resistance in the high RF field regime. However, due to the presence of the small superconducting gap in the {\pi} band, the nonlinear response of MgB2 is potentially quite large compared to a single gap s-wave superconductor (SC) such as Nb. Understanding the mechanisms of nonlinearity coming from the two-band structure of MgB2, as well as extrinsic sources, is an urgent requirement. A localized and strong RF magnetic field, created by a magnetic write head, is integrated into our nonlinear-Meissner-effect scanning microwave microscope [1]. MgB2 films with thickness 50 nm, fabricated by a hybrid physical-chemical vapor deposition technique on dielectric substrates, are measured at a fixed location and show a strongly temperature-dependent third harmonic response. We propose that at least two mechanisms are responsible for this nonlinear response, one of which involves vortex nucleation and penetration into the film. [1] T. M. Tai, X. X. Xi, C. G. Zhuang, D. I. Mircea, S. M. Anlage, "Nonlinear Near-Field Microwave Microscope for RF Defect Localization in Superconductors", IEEE Trans. Appl. Supercond. 21, 2615 (2011).Comment: 6 pages, 6 figure

Penerapan Preventive Maintenance Dengan Menggunakan Metode Reliability Centered Maintenance Dengan Mengaplikasikan Grey Fmea Pada PT. Wxy

PT. WXY adalah Perusahaan yang bergerak di bidang pembuatan fruit cages (lori). Kendala yang dihadapi PT.WXY adalah terganggunya proses produksi yang disebabkan oleh kerusakan pada komponen mesin yang beresiko tingginya angka downtime. Masalah ini diselesaikan dengan menggunakan metode Reliability Centered Maintenance (RCM) yang mengaplikasikan Grey FMEA dalam menentukan prioritas perbaikan sehingga diperoleh perencanaan perawatan yang lebih optimal. Diagram pareto digunakan untuk menentukan mesin yang paling kritis pada metode RCM. Hasil diagram pareto diperoleh mesin bor magnet merupakan sistem yang paling kritis. Komponen yang terdapat dalam mesin bor magnet adalah saklar magnet, spindle, spindle sleeve, drilling chuck, motor NFA03LG-011, radial ball bearing, v-belt, dan pulley. Selanjutnya hasil penerapan Reliability Centered Maintenance dengan mengaplikasikan Grey FMEA diperoleh komponen yang harus dirawat secara terjadwal (time directed) adalah spindle dengan jadwal perawatan 33 hari, motor NFA03LG-011 dengan jadwal perawatan 36 hari, radial ball bearing dengan jadwal perawatan 43 hari, dan v-belt dengan jadwal perawatan 42 hari. Perawatan komponen yang tidak terjadwal (condition directed) adalah saklar magnet, spindle sleeve, drilling chuck, dan pulley. Penerapan metode RCM dengan melakukan simulasi terhadap distribusi kerusakan diperoleh penurunan downtime sebesar 20.56%

Interlaminar damage behavior of CFRP composite laminates under cyclic shear loading conditions

This paper provides quantitative description of interlaminar damage process in CFRP composite laminates under cyclic shear loading. Quasi-static end-notched flexural (ENF) test on 16-ply CFRP composite laminate beam, [0]16 and its complementary validated FE model provide the reference “no-interlaminar damage” condition. Two identical ENF samples were fatigue to 50000 cycles, but at different load amplitude of 90 and 180 N, respectively (Load ratio, R = 0.1) to induce selectively property degradation at the interface crack front region. Subsequent quasi-static ENF tests establish the characteristic of the interlaminar damage degradation. The residual peak load for the fatigued ENF samples is measured at 1048 and 914 N for the load amplitude of 90 and 180 N, respectively. Cyclic interlaminar shear damage is represented by a linear degradation of the residual critical energy release rate, GIIC with the accumulated damage. Reasonably close comparisons of the predicted residual load-displacement responses with measured curves serve to verify the suitability of the assumed bilinear traction-separation law for the cyclic cohesive zone model (CCZM) use