Volume 12 No. 1, Januari 2012
Browse by
Recent Submissions
-
Cover Jurnal Dinamika Teknis Sipil Vol. 12 No. 1, Januari 2012
(Universitas Muhammadiyah Surakarta, 2012-01) -
Petunjuk Penulisan
(Universitas Muhammadiyah Surakarta, 2011-01) -
Daftar Isi
(Universitas Muhammadiyah Surakarta, 2011-01) -
Effect Of Flow Discharge And Shaft Slope Of Archimides (Screw) Turbin On The Micro-Hydro Power Plant
(Universitas Muhammadiyah Surakarta, 2012-01)A renewable energy source for mini / micro hydro usually exploits the potential energy of water flow that have certain head and the specific discharge which is converted into electrical energy through a turbine and ... -
The Compressive Strength Of Geopolymer Concrete Made With Baggase Ash And Metakaolin
(Universitas Muhammadiyah Surakarta, 2012-01)Geopolymer concrete becomes popular and extensively developed material because this concrete is a friendly environmental material. Generally, material synthesized from geological material or by product material used as ... -
Fastening Sandwich Composite Polyester Method Reinforced Plants Fiber – Industri Waste With Honeycomb Core Of Used Paper
(Universitas Muhammadiyah Surakarta, 2012-01)Sandwich composite were produced. Ansaturated polyester matrix combined by plant fiber, industrial waste, and paper honeycomb core. The connection method of sandwich composite is very important when it apply to construction ... -
Study Of Two And Three Floor Portal Building Made Of Reinforced Concrete Material
(Universitas Muhammadiyah Surakarta, 2012-01)The aim of this research was to make a comparison of two and three floors of reinforce concrete portal design, and the possibility of the addition one floor next above the two floors building base on building safety. ... -
A Method To Analyze The Hydraulic Conductivity Of Water Infiltrtion Into Two Layered Soil With Hidrus 2D/3D
(Universitas Muhammadiyah Surakarta, 2012-01)A method was proposed to analyzed two dimension hydraulic conductivity of water infiltration into layered soil consist of Manado soil over sand bentonite (5%) soil with HYDRUS software 2D/3D. The Manado soil (loamy sand) ... -
The Nonuniformity Aspect Of Gransizes To Bedload
(Universitas Muhammadiyah Surakarta, 2012-01)Rivers are the best sites to observe the natural effects of sediment transport. To consider the effect of nonuniformity of bed material on sediment transport rates, various representative of bed material sizes have been ... -
Design Of Fleet Needs, Determination Tariff Of Public Transport With Integrated Management In Surakarta
(Universitas Muhammadiyah Surakarta, 2012-01)Surakarta which has 44.06 km2 of total area, total population is 515,372 inhabitants. Surakarta is a administration city, residency city, batik city and culture city that now is growing rapidly, so it needs an adequate ... -
Effect Of CCB4 Preservative Leaching Againts Tensile Strength Are Two Types Bamboo
(Universitas Muhammadiyah Surakarta, 2012-01)Bamboo has high enough tensile strength. Constrain of use bamboo easily attacked by fungi, termites, beetles and needs protected weather effects as well as rain and hot sun. The purpose of the study was to determine effect ... -
Flutter Analysis Software Prototype For Long Span-Bridge
(Universitas Muhammadiyah Surakarta, 2012-01)In long span bridge projects, wind can give significant influence on the bridge structure. Previous experience and research shows that wind effect could lead to the problem of safety and serviceability. It can even cause ... -
Review Strength Panel Wall Reinforced Bamboo With Added Material Fly Ash, Gypsum And Concrete Glue
(Universitas Muhammadiyah Surakarta, 2012-01)Panel walls is one result of technological developments in the field of concrete pre-press. Precast wall is not a structural element, which has strived in its use of relatively light weight so as not to give excessive ... -
The Influence Of Cations Exchanges To Atterberg Limit On Soft Clay Soil
(Universitas Muhammadiyah Surakarta, 2012-01)Clay is composed of sheets of tetrahedral (Si4 + - O2-) and octahedral (Al3 + - O2-). Comparison of the composition of the tetrahedral sheets (Silica, Si4+) - octahedral (Alumina, Al3+) causes clay soil has a stable bond ... -
Dynamic Time History Analyses Of Reinforced Concrete Building Due To Primary And Aftershock Earthquqkes
(Universitas Muhammadiyah Surakarta, 2012-01)One cause of the failure of structure building in areas that has a high risk of earthquakes are the horizontal (lateral) loads on the structure. Concrete structure can be damaged by a major earthquake and compounded by ... -
Fracture Characteristic Of Normal And High Strength Concrete Using Different Aggregate Grading
(Universitas Muhammadiyah Surakarta, 2012-01)This paper reports and discusses the results of experimental investigation on the fracture characteristic of concrete produced with different aggregate grading. Two different aggregate grading was produced with compressive ... -
Slope Stability Analysis With Consequential Square-Headed Reinforcement Anchorage Loading
(Universitas Muhammadiyah Surakarta, 2012-01)Landslides slope phenomenon due to changes in pore water pressure which will occur naturally or planned when there is no reinforcement. Reinforcement can be naturally, this is the case when the slopes are in the root of ... -
Stress Strain Behaviour And Modulus Of Elasticity Of Steel DustCollector Concrete
(Universitas Muhammadiyah Surakarta, 2012-01)Steel dust collector concrete is concrete with added material processing steel dust waste. In the reinforced concrete structures design, for modeling the behavior of concrete materials in the burden needs to know the form ... -
The Study Of Selecting The Subcontractor Criteria By The Main Contractors Using Analytic Hierarchy Process (AHP) Method
(Universitas Muhammadiyah Surakarta, 2012-01)There are two ways of selecting the subcontractor by the main contractor namely direct and offering selection. The offering selection is done if only the candidates are more than one and have unclear specification by ... -
Ucapan Terima Kasih
(Universitas Muhammadiyah Surakarta, 2012-01)
RSS 1.0