Performance testing of roof beam-column connections for precast N-system

被引：1

作者：

Misini, Labeat ^{[1
,2
]}

Ristic, Jelena ^{[3
]}

Hristovski, Viktor ^{[1
]}

Ristic, Danilo ^{[1
]}

机构：

[1] SS Cyril & Methodius Univ Skopje, Inst Earthquake Engn & Engn Seismol IZIIS, Skopje, North Macedonia

[2] Univ Pristina, Fac Civil Engn, Pristina, Kosovo

[3] Int Balkan Univ IBU, Fac Engn, Dept Civil Engn, Skopje, North Macedonia

来源：

MAGAZINE OF CONCRETE RESEARCH | 2023年 / 76卷 / 05期

关键词：

earthquakes; joints; precast concrete; safety; testing; INDUSTRIAL BUILDINGS; EARTHQUAKES; TURKEY; DAMAGE;

D O I：

10.1680/jmacr.23.00037

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The precast N-system based on embedded-pin connections is used widely to construct large precast industrial halls in south-eastern Europe and further afield, including areas of high seismicity. To realistically assess the seismic performances, safety margins and limitations of the connections, experimental investigations are essential. Experimental results from laboratory tests on a large-scale prototype model of an original roof beam-column connection show its actual bearing capacity, damage propagation pattern and specific failure mode. The experimental study was then extended to a prototype model of an upgraded roof beam-column connection. To improve safety, the connection was upgraded with improved concrete confinement and stronger steel connecting pins. The experimental results show clearly that the method implemented to upgrade the pin-based connection provided very limited upgrading effects. To obtain much better and more reliable safety upgrading, an innovative and effective upgrading method had to be developed. The capability of the implemented refined nonlinear three-dimensional (3D) micro-modelling concept to realistically simulate the complex nonlinear response of the tested original and upgraded roof beam-column connections was demonstrated by an extensive analytical simulation study.

引用

页码：261 / 271

页数：11

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