scholarly journals PENELISIKAN KONSEP MAKNA KONSEPTUAL DAN LEKSIKAL PADA ISTILAH BIDANG STRUKTUR BANGUNAN-TEKNIK SIPIL

Epigram ◽  
2021 ◽  
Vol 18 (1) ◽  
pp. 37-48
Author(s):  
Linda Sari Wulandari ◽  
Erlyn Rosalina ◽  
Eri Ester Khairas
Keyword(s):  
Civil Engineering ◽  
Building Structures ◽  
Building Structure ◽  
Literature Study ◽  
Lexical Meaning ◽  
Language Varieties ◽  
Common Concept ◽  
Specific Meaning ◽  
General Meaning ◽  
Conceptual Meaning

Abstract This research aims to identify by exposing differences in meaning in words/terms used in the field of civil engineering, especially in building structures field, between existing meanings according to civil engineering field and in general meaning words (based on KBBI). The method used in this study is a descriptive qualitative method. This research was preceded by a literature study to obtain research data related to SNI civil engineering-building structure. The techniques used are listened and recorded techniques. The data source is a list of terms in the field of building structure contained in SNI. Data analysis is performed by agih and padan method. The outcomes of this study, obtained several terms in the field of building structures that have conceptual meaning and lexical meaning, such as base words tendon, diafragma, partisi, suffixes words like, tulangan, partisi, kebakaran, sambungan, and compound words like, tangga berjalan and cangkang berusuk. The conceptual meaning of these terms has more specific meaning towards the subject of building structure than its lexical meaning. Yet, both conceptual meaning and lexical meaning have similarities to the concepts it is used for. Thus, it can be noted that the use of vocabulary /term in a field has a special meaning according to the field, initially refers to a common concept first before being interpreted in a more particular field.  Keywords : conceptual meaning; lexical meaning; language varieties; building structure field; civil engineering. AbstrakPenelitian ini bertujuan untuk mengidentifikasi dengan cara memaparkan perbedaan makna pada kata/istilah yang digunakan dalam bidang teknik sipil, khususnya bidang struktur bangunan, antara makna yang ada sesuai bidang teknik sipil dengan makna kata secara umum (berdasarkan KBBI). Metode yang digunakan dalam penelitian ini, yakni metode kualitatif deskriptif. Penelitian ini didahului dengan kajian kepustakaan untuk mendapatkan data penelitian terkait SNI struktur bangunan-teknik sipil. Teknik yang digunakan adalah teknik simak dan teknik catat. Sumber data berupa daftar istilah dalam bidang struktur bangunan yang terdapat dalam SNI. Analisis data dilakukan dengan metode agih dan metode padan. Hasil penelitian ini, yakni didapatkan beberapa istilah pada bidang struktur bangunan yang memiliki makna konseptual dan makna leksikal, seperti kata dasar  tendon, diafragma, partisi, kata berimbuhan, seperti tulangan, partisi, kebakaran, sambungan, dan kata majemuk, seperti tangga berjalan dan cangkang berusuk. Makna konseptual pada istilah-istilah tersebut memiliki arti yang lebih spesifik ke arah bidang struktur bangunan dibanding dengan makna leksikalnya. Namun, baik makna konseptual maupun makna leksikalnya memiliki kemiripan konsep yang diacunya. Dengan demikian, dapat diketahui bahwa adanya penggunaan kosakata/istilah dalam suatu bidang yang memiliki makna khusus sesuai dengan bidangnya, pada mulanya mengacu pada konsep yang umum terlebih dahulu sebelum dimaknai lebih dalam lagi dalam bidang tertentu Kata kunci  : makna konseptual; makna leksikal; ragam bahasa; bidang struktur bangunan; teknik sipil

scholarly journals Feasibility Building Structures of PT. Suri Tani Pemuka Cirebon

2019 ◽  
Vol 1 (6) ◽  
Author(s):  
Arief Firmanto
Keyword(s):  
Residual Strength ◽  
Visual Observation ◽  
Structure Calculation ◽  
Building Structures ◽  
Building Structure ◽  
Literature Study ◽  
Existing Building ◽  
Building Conditions ◽  
Field Assessment ◽  
Measurement And Analysis

The condition of the building in the building of PT. Suri Tani Pemuka Cirebon experienced a few problems in building material components such as materials made of steel which have begun to show the presence of corrosion in steel. This is caused, among others, from the negligence of poorly controlled boiler engine settings. thus raising issues regarding eligibility in building structures. This study aims to determine the residual strength, deflection value, and interstory drift in building structure components and to determine the level of structure safety in the existing building conditions. The flowchart is carried out starting with a field assessment then a literature study continues with measurement and analysis assessment, followed by analysis, conclusions and finishing. From visual observation and structure calculation, the structure of plant 1, plant 2 and warehouse, is still functioning well and is suitable for use as long as there is no corrosion and technical disturbance that occurs.

Optimal tuned direct adaptive controller for seismic protecting of structures

2021 ◽  
pp. 1045389X2098878
Author(s):  
Amin Hosseini ◽  
Touraj Taghikhany ◽  
Milad Jahangiri
Keyword(s):  
Sensitivity Analysis ◽  
Adaptive Control ◽  
Optimization Problem ◽  
Adaptive Controller ◽  
Sensitivity Analyses ◽  
Building Structures ◽  
Building Structure ◽  
The Past ◽  
Innovative Method ◽  
Story Building

In the past few years, many studies have proved the efficiency of Simple Adaptive Control (SAC) in mitigating earthquakes’ damages to building structures. Nevertheless, the weighting matrices of this controller should be selected after a large number of sensitivity analyses. This step is time-consuming and it will not necessarily yield a controller with optimum performance. In the current study, an innovative method is introduced to tuning the SAC’s weighting matrices, which dispenses with excessive sensitivity analysis. In this regard, we try to define an optimization problem using intelligent evolutionary algorithm and utilized control indices in an objective function. The efficiency of the introduced method is investigated in 6-story building structure equipped with magnetorheological dampers under different seismic actions with and without uncertainty in the model of the proposed structure. The results indicate that the controller designed by the introduced method has a desirable performance under different conditions of uncertainty in the model. Furthermore, it improves the seismic performance of structure as compared to controllers designed through sensitivity analysis.

scholarly journals Desert Habitation History by 14C Dating of Soil Layers in Rural Building Structures (Negev, Israel): Preliminary Results from Horvat Haluqim

Radiocarbon ◽  
2012 ◽  
Vol 54 (3-4) ◽  
pp. 391-406 ◽  
Author(s):  
Hendrik J Bruins ◽  
Johannes van der Plicht ◽  
Mordechai Haiman
Keyword(s):  
Material Culture ◽  
Iron Age ◽  
Negev Desert ◽  
Building Structures ◽  
Building Structure ◽  
Relative Probability ◽  
14C Dating ◽  
Undisturbed Soil ◽  
Preliminary Results ◽  
Human Habitation

Traditional archaeological approaches in the central Negev Desert used to employ excavation techniques in post-prehistoric periods in which stratigraphy is based on architecture, while material culture forms the basis for dating assessment and chronology. Such an approach was understandable, as it focused on the most visible remains of past human habitation. However, the detailed habitation record is in the soil rather than in the walls. Moreover, ceramics and stone tools in desert cultures often have limited time resolution in terms of absolute chronology. The rural desert site of Horvat Haluqim in the central Negev yielded 2 habitation periods with the traditional methodology: (1) Roman period, 2nd–3rd centuries CE; (2) Iron Age IIA, 10th century BCE. We have conducted at Horvat Haluqim initial excavations in small building remains that were never excavated before. Our excavation methodology focuses on detailed examination of the archaeological soil in building structures, coupled with accelerator mass spectrometry (AMS) radiocarbon dating for chronology, and micromorphology of undisturbed soil samples to study stratigraphy and soil contents at the microscopic scale. Here, we report preliminary results, concentrating on the 14C dates. These suggest a much longer habitation history at the site during the Iron Age. The 14C dates obtained so far from these building remains cover Iron Age I, II, III, and the Persian period. The oldest calibrated date (charred C4 plants) in a rectangular building structure (L100) is 1129–971 BCE (60.5%, highest relative probability). The youngest calibrated date in a round building structure (L700) is 540–411 BCE (57.9%, highest relative probability). This excavation methodology provides additional “eyes” to look at past human habitation in the Negev Desert, seeing more periods and more detail than was possible with traditional schemes and ceramic dating.

scholarly journals ESTIMASI BIAYA PROYEK KONSTRUKSI GEDUNG OLEH QUANTITY SURVEYOR (STUDI KASUS: PEKERJAAN STRUKTUR ATAS PROYEK APARTEMENT THE ACCENT JAKARTA)

2018 ◽  
Vol 7 (2) ◽  
pp. 65-74
Author(s):  
Vivi Ariani ◽  
Martalius Peli ◽  
Dinni Fadhilah Fitri
Keyword(s):  
Civil Engineer ◽  
Cash Flow ◽  
Measurement Method ◽  
Civil Engineering ◽  
Unit Price ◽  
Cost Estimating ◽  
Literature Study ◽  
Volume Calculation ◽  
Structural Work ◽  
Building Area

Abstract : Cost Estimating of the upper structure on each construction project is usually done by the civil engineer or architect. However, as the development of science, new professions such as Quantity Surveyor have shifted the task of civil engineering or architects in making cost estimates. The QS profession is a profession that has the ability to analyze the cost and practical components of theproject's physical construction work in a successful way so as to apply its analytical results in solving the problems typical for each project. The case study of this research is the top structural work on the accent Apartments built on an area of ± 3,300 m2 with a building area of ± 27,000 m2. Research methodology by literature study and The Accent volume calculation using standard measurement method (SMM), while for unit price partly taken from the reference of PU Permen 2007. From the analysis of volume calculation and unit price analysis, the total cost of the structural work top of Rp. 51,162,851,482.23 with the price per m2 is 2.084,412.47 / m2. Duration of implementation is for 16 months. For cash flow, cash in consists of a 10% down payment, 5% retention, monthly employment progress minus downpayment and retention, and an office cash loan of Rp.6,000,000,000.00 in which the cash is Rp.2,000,000,000.00 per month.Keywords : cost estimating, quantity surveyor, volume, upper structure, ApartementAbstrak: Estimasi biaya pekerjaan struktur atas pada setiap proyek konstruksi biasanya dilakukan oleh civil engineer atau arsitek. Namun, seiring berkembangnya ilmu pengetahuan, profesi baru seperti Quantity Surveyor telah menggeser tugas civil engineering atau arsitek dalam melakukan estimasi biaya. Studi kasus penelitian ini adalah pekerjaan struktur atas pada Apartemen The Accent yang dibangun pada lahan seluas ±3.300 m2 dengan luas bangunan ±27.000 m2. Metodologi penelitian dilakukan dengan cara studi literatur dan melakukan perhitungan volume menggunakan standar measurement method (SMM), sedangkan untuk harga satuannya sebagian diambil dari acuan Permen PU 45/PRT/M/2007.  Dari hasil analisa perhitungan didapat total biaya keseluruhan pekerjaan struktur atas sebesar Rp. 51,162,851,482.23 dengan harga per m2 nya adalah 2,084,412.47/m2. Durasi pelaksanaan adalah selama 16 bulan. Untuk cash flow, cash in terdiri atas uang muka sebesar 10%, retensi sebesar 5%, progress pekerjaan bulanan dikurangi uang muka dan retensi, dan peminjaman kas kantor sebanyak Rp.6,000,000,000.00 yang mana cairnya dana adalah sebesar Rp.2,000,000,000.00 per bulannya.Kata kunci : Estimasi biaya, Quantity Surveyor, Volume, Struktur atas, Apartemen

scholarly journals Reinterpretasi Konsep Fî Sabîl Al-Lâh Sebagai Ashnâf Zakat

ULUMUNA ◽  
2017 ◽  
Vol 10 (1) ◽  
pp. 103-120
Author(s):  
Ani Wafiroh
Keyword(s):  
Social Development ◽  
Literal Meaning ◽  
Historical Evidence ◽  
Human Welfare ◽  
Specific Meaning ◽  
General Meaning ◽  
Contextual Meaning ◽  
Muslim Scholars ◽  
Name Of God

The term jihad fi sabîl al-Lâh is often used to refer to physical war in the path of God. The word, as it is derived from the Qs. al-Tawbah (9): 60, in fact connotes specific and general meanings. The specific meaning of it commonly found in classical ulema’s interpretation is related to the war. This interpretation is based on historical evidence and supported by the literal meaning of Qur’an and the hadith. But such a meaning is now criticized and regarded as going beyond the conceptual boundary of jihad in Islam. This article seeks to explore the general meaning of the term in the works of classical and contemporary Muslim scholars, aimed at offering a more contextual meaning. It shows that the term does not always necessarily mean the physical war in the name of God or religion, but it can be meant as education, human welfare, and social development.

Numerical Simulation of Building Strength when Foundation Subsides Unevenly

2012 ◽  
Vol 588-589 ◽  
pp. 2069-2073
Author(s):  
Jing Ma ◽  
Jun Zhao ◽  
Yu Ling Zhao
Keyword(s):  
Numerical Simulation ◽  
Finite Element Method ◽  
Finite Element ◽  
Building Structures ◽  
Building Structure ◽  
Element Method

A building structure is analyzed using finite element method. The stresses and strains of the structure are calculated numerically, when the foundation subsides unevenly. Thus, the effect of the sedimentation is evaluated. The results can be referenced in the evaluation of building structures.

The long-term monitoring of civil engineering and building structures—developments in techniques for monitoring corrosion in reinforced and post-tensioned concrete

1998 ◽  
Vol 212 (3) ◽  
pp. 175-188 ◽  
Author(s):  
G P Hammersley ◽  
M J Dill
Keyword(s):  
Civil Engineering ◽  
Warning System ◽  
In Situ Monitoring ◽  
Building Structures ◽  
Actual Performance ◽  
Structural Problems ◽  
Long Term Monitoring ◽  
Term Monitoring ◽  
Post Tensioned

An important step in the progress towards smart structures is the development of reliable systems for the long-term monitoring of performance. Data obtained from monitoring can provide an early warning system to maximize the safe use of structures, contribute towards planned maintenance by giving advanced notice of durability or structural problems and provide information on actual performance, which can be fed back into the design process. This paper sets out to describe some developments in permanent in situ monitoring systems which have achieved practical use on civil engineering and building structures constructed from concrete, concentrating on the key area of corrosion of reinforced and post-tensioned concrete. The techniques are illustrated with case histories.

Management and Modern Aspects of Safety in Civil Engineering

2013 ◽  
Vol 357-360 ◽  
pp. 2876-2880 ◽  
Author(s):  
Petra Suchardova ◽  
Oldrich Sucharda
Keyword(s):  
Management System ◽  
Civil Engineering ◽  
Safety Management ◽  
Industrial Area ◽  
Material Research ◽  
Building Structures ◽  
Experiment Research ◽  
Safety Management System ◽  
Advanced Analysis

The civil engineering belongs to one of the most important industrial area and to a sphere of increased requirements for Health & Safety. With the civil activities, there is connected the wide research in a lot of spheres such as material research, advanced analysis of building structures, experiment research and the others. The presented paper deals with possible approaches to safety management system resulting from the most widespread system used in praxis. This article also discusses modern elements of safety management.

scholarly journals ANALISIS KOMPARASI RASIO KAPASITAS KOLOM GEDUNG BERTINGKAT RENDAH PADA 23 KABUPATEN DI PROVINSI ACEH BERDASARKAN SNI 03-1726-2002 DAN SNI 03-1726-2012

2018 ◽  
Vol 1 (4) ◽  
pp. 184-191
Author(s):  
Fakhrurrazi Fakhrurrazi ◽  
Taufik Saidi ◽  
Muttaqin Muttaqin
Keyword(s):  
Earthquake Resistance ◽  
Building Structures ◽  
Building Structure ◽  
Earthquake Intensity ◽  
Minimum Reinforcement ◽  
Aceh Province ◽  
Rock Bed ◽  
Earthquake Load ◽  
The Government ◽  
Earthquake Resilience

In 2002, through the national standardization agency, the Indonesian government issued SNI 03-1726-2002 on Earthquake Resilience Planning Standard for Building Structure to anticipate the effects of earthquake on building. However, after the standard has been issued there have been several other major earthquakes that rendered it necessary to revise the existing standards. Therefore, in 2012 the government issued SNI 03-1726-2012 on Procedures for Earthquake Resistance Planning for Building and Non Building Structures. When viewed from both these standards, it can be seen that Aceh province is one of the provinces with high earthquake intensity so it is necessary to do a research to observe the effect of changes of both standards to the ratio of column capacity and minimum reinforcement requirements for buildings constructed in Aceh province. Based on the results of the research, the average column capacity ratio against the load in SNI 03-1726-2012 has increased by 45.02% and the average minimum reinforcement requirement available is only 54.5%. The increase is due to an increase in primacy factor from 1.0 to 1.5, causing increased structural load. In addition, there was an increase in the combined burden in the form of 30% additional redundant factors as well as the addition of earthquake load due to an increase in rock bed acceleration factors in some regencies. Thus it can be concluded that the building under review has not fulfilled the requirements of SNI 03-1726-2012 and is recommended for planning by adding a shear wall to reduce the structural load.

scholarly journals PERENCANAAN STRUKTUR BANGUNAN HOTEL ENAM LANTAI

2020 ◽  
Vol 6 (2) ◽  
Author(s):  
RA Sri Martini ◽  
Mira Setiawati ◽  
Fathur Nauvaliyanto
Keyword(s):  
Structural Analysis ◽  
Civil Engineering ◽  
Science And Technology ◽  
Building Design ◽  
Computer Programs ◽  
Sports Facilities ◽  
Building Structure ◽  
Analysis Program ◽  
Human Needs ◽  
Design Planning

Multi-storey buildings are vertical buildings that are made to meet human needs as places of education, government, commerce, sports facilities and others. As the development of science and technology, especially in the field of civil engineering, many computer programs have been developed to help in analyzing and designing a building structure. There are several computer programs developed to analyze and design structures, including SAP 2000 (Structural Analysis Program), with this program, it will be easier for writers to plan a building.The research carried out was to plan the structure of a six-story hotel building. This hotel building is the object of research planned by the author and was designed using the help of the SAP2000 program. Building design planning only includes planning beams and columns. In this plan the writer uses references such as regulations, PPPURG 1987, SNI 03-2847-2002, SNI - 1726 - 2002The results of the design of the hotel building structure used three variations that have the results of column K1 used size 45 cm x 45 cm, reinforcement base 12 D16 and stirrup reinforcement ?10-90, column K2 used size 35 cm x 35 cm, base reinforcement 8 D16 and stirrup reinforcement ?10-90, B1 beam used size 20 cm x 40 cm, support reinforcement 7 D14, field reinforcement 7 D14, waistline 2 D12, and support stirrup reinforcement ?10-80 and field stirrup ?10-170, beam B2 used size 15 cm x 20 cm, 75D14 support reinforcement, 5 D14 field reinforcement, 2 D12 waistline, and pedestal stirrup ulangan10-30 and field stirrup ?10-70

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