In-situ load testing: A theoretical procedure to design a diagnostic cyclic load test on a reinforced concrete two-way slab floor system

被引:0
作者
De Luca, Antonio [1 ]
Galati, Nestore [2 ]
Nanni, Antonio [3 ,4 ]
Alkhrdaji, Tarek [5 ]
机构
[1] Univ Miami, Dept Civil Environm & Architectural Engn, 1251 Mem Dr,McArthur Engn Bldg, Coral Gables, FL 33146 USA
[2] Univ Missouri Rolla, Ctr Infrastructure Engn Studies, Engn Res Lab, Res Engineer, Rolla, MO 65409 USA
[3] Miami Univ, Dept Civil Architecture & Environm Engn, Coral Gables, FL 33146 USA
[4] Univ Naples Federico II, Dept Struct Anal & Design, I-80125 Naples, Italy
[5] Structural Preservation Syst LLC, Elkridge, MD 21075 USA
来源
DAMAGE ASSESSMENT OF STRUCTURES VII | 2007年 / 347卷
关键词
in-situ load testing; reinforced concrete two-way slab floor system; diagnostic cyclic load test procedure; patch loads magnitude;
D O I
10.4028/www.scientific.net/KEM.347.165
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
The objective of this paper is to showcase to an engineer who is considering performing a diagnostic cyclic load test a theoretical procedure for determining the patch load, which when applied to a two-way reinforced concrete (RC) slab floor system would generate internal forces at critical locations equal to those resulting from the uniformly distributed load. This procedure should also help the practitioner to define a representative model of the structure and to update the magnitude of the target load at the end of each loading and unloading cycle by means of a real-time evaluation of boundary conditions and slab stiffness. The routine to design a cyclic load test is described theoretically first and then validated with the results of a load test on a concrete two-way RC slab floor system.
引用
收藏
页码:165 / +
页数:2
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