2147-9364_2006_21_1and2

Author: Mustafa TÜRKMEN, Hamide TEKELi, Adnan KUYUCULAR Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 1_2 ABSTRACT: Cost variations of structural systems of RC apartment buildings in Turkey are investigated. 4-8 storey residential buildings are designed by means of PROBİNA software due to Turkish Reinforced Concrete Building Standard (TS 500 -2000) and Seismic Code (ABYYHY-1997). First cost of RC structural system […]

Author: M.tolga ÇÖGÜRCÜ, Mehmet KAMANLI Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 1_2 ABSTRACT: In this study, the projects of Turk Telecom Konya Manager Service Building that has great importance for Konya City were examined to determine its Earthquake Safety. Checking the corresponding properness between the projects and in-situ applications, the in-situ strength values were investigated whether they were satisfying

Author: Süleyman Kamil AKIN, Nail KARA, Mevlüt Yaşar KALTAKCI Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 1_2 ABSTRACT: Stirrups should be put closely next to the joints and continue at the joints and be hooked 135 degree according to the code. On the other hand most of the buildings built before the strict regulations of the new code have no

Author: Mevlüt Yaşar KALTAKCI, Günnur YAVUZ Publishing Date: 2006 E-ISSN: 2147-9364 Volume 21 Issue 1_2 ABSTRACT: As it is known that, at 1. and 2. degree seismic zones, earthquake risk level is almost high and these regions cover ½ of Turkey’s area. In this study, to represent of buildings in these regions, 1/3 scaled 2 story 2 bay reinforced concrete frame

Author: Süleyman Kamil AKIN, Nail KARA Publishing Date: 2006 E-ISSN: 2147-9364 Volume: 21 Issue: 1_2 ABSTRACT: In an earthquake the energy should be dissipated by structural elements. The energy concentrated in beam-column connections. As a result of this, the concrete in the connection zone should not break, collapse and should stay stiff for no reduction in the load bearing capacity of