SEISMIC PERFORMANCE OF RC HIGH-RISE BUILDINGS - A CASE STUDY OF 44 STOREY STRUCTURE IN SKOPJE (MACEDONIA)

被引:5
|
作者
Apostolska, Roberta [1 ]
Necevska-Cvetanovska, Golubka [1 ]
Bojadjiev, Jordan [1 ]
Bojadjieva, Julijana [1 ]
机构
[1] Univ Cyril & Methodious, Inst Earthquake Engn & Engn Seismol IZIIS, Todor Aleksandor Str 165, Skopje 1000, North Macedonia
来源
TEHNICKI VJESNIK-TECHNICAL GAZETTE | 2016年 / 23卷 / 04期
关键词
case study; RC high-rise buildings; seismic performance; seismic regulations;
D O I
10.17559/TV-20150312110020
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
High-rise buildings are designed and constructed by use of modern materials and integral structural systems which are not usual for typical buildings. The existing seismic regulations act as a limiting factor and cannot cover specific behaviour of these buildings. Considering the increasing trend in their construction worldwide, additional investigations are necessary, particularly for structures in seismically active areas. It is necessary to elaborate official codes which will clearly prescribe methods, procedures and criteria for analysis and design of such type of structures. The main goal of the paper is to present a review of the existing structural systems, design recommendations and guidelines for high-rises worldwide, as well as selected results from seismic performance of 44 stories RC high-rise building which is a unique experience coming from design and construction of the four high-rise buildings in Skopje (Macedonia).
引用
收藏
页码:1177 / 1183
页数:7
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