2147-9364_2015_3_1

Author: Musa Hakan ARSLAN, Gamze DOĞAN, Kısmet DABANLI, Mustafa ÖZDEMİR, Hasan DİVARCI Publishing Date: 2015 E-ISSN: 2147-9364 Volume: 3 Issue: 1 DOI : 10.15317/Scitech.2015310832 ABSTRACT: In this study, in order to improve the seismic performance of reinforced concrete frames using the specific amount of steel fiber in concrete is aimed. In this scope, three 1/3 geometric scaled reinforced concrete have produced […]

Author: Cevat İNAL, Sercan BÜLBÜL Publishing Date: 2015 E-ISSN: 2147-9364 Volume: 3 Issue: 1 DOI : 10.15317/Scitech.2015310833 ABSTRACT: Since the early 1970s, Electronic Distance Measurements (EDMs) have been widely used in the length measurements. To obtain accurate and reliable results from these instruments, EDM users must have a good knowledge about the measurement system and must take necessary precaution during measurement and

Author: Yunus GÜDER, Ali Serhat ERSOYOĞLU Publishing Date: 2015 E-ISSN: 2147-9364 Volume: 3 Issue: 1 DOI : 10.15317/Scitech.2015310834 ABSTRACT: In this study, the optimal construction design of the superstructure of 8×8 mobile crane with 100 tones of capacity, with the numerical calculations and system’s finite elements method the statical and dynamical analyses have been done. Developed within the context of the

Author: Ramazan ÇOMAKLI, Cemal BALCI Publishing Date: 2015 E-ISSN: 2147-9364 Volume: 3 Issue: 1 DOI : 10.15317/Scitech.2015310835 ABSTRACT: Linear cutting machine (LCM) tests are one of the most used laboratory test for determine of rock cuttability. Using the real disc cutters in this machine improve the reliability but this test method have some disadvantages. The basic disadvantage of the full-scale linear

Author: Deniz Tumaç, Bilal Şahin Gümüş Publishing Date: 2015 E-ISSN: 2147-9364 Volume: 3 Issue: 1 DOI : 10.15317/Scitech.2015310836 ABSTRACT: Üsküdar-Çekmeköy metro line of 20 km having twin tubes is commissioned to Doğuş Construction Company by Istanbul Metropolitan Municipality authorities. During the excavation, Tunnel Boring Machines (TBMs) encountered with complex geology consisting of sandstone, siltstone, shale, limestone, conglomerate, and diabase dykes. Two TBMs