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Sumarjo H

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Author-ID : 3024198

Civil Engineering, Building, Construction & Architecture

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Articles

ANALISIS DATA KUALITATIF DALAM PENELITIAN TEKNIK ARSITEKTUR Sumarjo H
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 6, No 1 (2010): Mei
Publisher : Universitas Negeri Yogyakarta

The map of research in architectural field has a wide complexity, requiresqualitative and/or quantitative analysis method. Until now, the analysis of qualitative’s data model in architectural engineering is varied and not yet sistematically. This is frequently lead to the question about analysis technique, interpretation and conceptualization of research findings. This article’s aim is to asses the sistematic way on the qualitative’s data analysis in architectural research. The main parts of qualitative research are: (1) data, (2) analysis procedure and interpretation and (3) report.Analysis procedure and interpretation through coding is separated into open coding and axial coding. Open coding is detail process, practice, comparation,conceptualization and data categorize on the dimension properties. Open coding is part of analysis which is particularly deal with naming and fenomena categorizing through data testing. Axial coding is a set of procedure which are arranged with a new way after open coding with the form of code consist of: condition, size, context, strategy and consequence. The appropriate qualitative’s data analysis for architectural research are: (1) the study of a shape modification’s effect caused by the change of socio-culture environment, (2) the research to find a new point of view (exploration) in architecture field, (3) the research to revealed the meaning behind the change of phenomenon dueto it basic socio-culture, and (4) the reseach tha requires in-depth review.Keywords: architectural research, qualitative data analysis

STUDI PERBANDINGAN RANCANG CAMPUR BETON NORMAL MENURUT SNI 03-2834-2000 DAN SNI 7656:2012 Agus Santoso; Darmono Darmono; Faqih Ma'arif; Sumarjo H
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 13, No 2 (2017): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study examines the design of normal concrete mixtures according to SNI 03-2834-2000 and SNI 7656: 2012. This research is done because SNI 7656: 2012 is an adoption of ACI 211 which requires a mixture considering its economic side. This research was conducted by experimental method in laboratory. In this research, the test object used is concrete cylinder with dimension 150 x 300 mm. The test specimen consists of 2 variants, namely: normal concrete SNI 2000 (BN-00), and normal concrete SNI 2012 (BN-12). Each variant consists of 3 strong compressive specimen plans: 25 MPa, 30MPa, and 35 MPa. Based on the result of the test, it is found that the strength of concrete with the design of SNI 2000 for the compressive strength of 25 MPa (BN-00-25), 30 MPa (BN-00-30) and 35 MPa (BN-00-35) 27.24 MPa, 38.99 MPa, and 44.85 MPa. While the concrete mean press with the design of SNI 2012 for the compressive strength of 25 MPa (BN-12-25), 30 MPa (BN-12-30), and 35 MPa (BN-12-35) plans were 31,43 MPa , 36.54 MPa, and 39.76 MPa. Keywords: mixed design, SNI 03-2834-2000, SNI 7656: 2012, compressive strength ABSTRAKMakalah ini mengkaji tentang rancang campur beton normal menurut SNI 03-2834-2000 dan SNI 7656:2012. Dilakukannya kajian ini karena SNI 7656:2012 merupakan adopsi dari ACI 211 yang mensyaratkan suatu campuran dengan mempertimbangkan sisi ekonomisnya. Kajian ini dilakukan dengan metode eksperimen di laboratorium. Pada kajian ini benda uji yang digunakan adalah silinder beton dengan dimensi 150 x 300 mm. Benda uji terdiri dari 2 varian yaitu : beton normal SNI 2000 (BN-00), dan beton normal SNI 2012 (BN-12). Tiap varian terdiri dari 3 spesimen kuat tekan rencana yaitu: 25 MPa, 30MPa, dan 35 MPa. Berdasarkan hasil pengujian didapatkan kuat tekan rerata beton dengan rancangan SNI 2000 untuk kuat tekan rencana 25 MPa (BN-00-25), 30 MPa (BN-00-30), dan 35 MPa (BN-00-35) berturut-turut sebesar 27,24 MPa, 38,99 MPa, dan 44,85 MPa. Sedangkan tekan rerata beton dengan rancangan SNI 2012 untuk kuat tekan rencana 25 MPa (BN-12-25), 30 MPa (BN-12-30), dan 35 MPa (BN-12-35) berturut-turut sebesar 31,43 MPa, 36,54 MPa, dan 39,76 MPa. Kata kunci: rancang campur, SNI 03-2834-2000, SNI 7656:2012, kuat tekan

INTERELASI DAN INTERAKSI KAWASAN KAMPUS PERGURUAN TINGGI DI KOTA YOGYAKARTA Sumarjo H
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 1, No 1 (2005): Maret
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe purpose of this research is to find a theory model of interrelationshiptheory between campus region with its environment, and the interaction betweencampus group that located in the city with other group that located in the urbanfringe of Yogyakarta.The sampling of this research has taken purposively, campus group thatlocated in the city consist of UGM, UNY, USD 1, UAJ and UII 1. Other group thatlocated in the urban fringe represented by UPN, STIE, U1I2, USD 2 and STIPER.Analisys of the data that already taken has decided to use quantitative method.The result of this research indicates there are significant interrelationshipbetween campus region with its environment, with relationship frequency 74%and 80%. The interaction between campus group that located in the city withother group that located in the urban fringe of Yogyakarta seem equal, so it canbe concluded that the relationship formed in concentric pattern.Keywords: interrelation, interaction, campus region

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