Full-scale dynamic testing of a steel frame building during construction

Citation
Am. Memari et al., Full-scale dynamic testing of a steel frame building during construction, ENG STRUCT, 21(12), 1999, pp. 1115-1127
Citations number
32
Categorie Soggetti
Civil Engineering
Journal title
ENGINEERING STRUCTURES
ISSN journal
01410296 → ACNP
Volume
21
Issue
12
Year of publication
1999
Pages
1115 - 1127
Database
ISI
SICI code
0141-0296(199912)21:12<1115:FDTOAS>2.0.ZU;2-5
Abstract
Full-scale testing of a six-story steel frame building with infill walls ma de primarily of autoclaved cellular concrete and curtain walls made of holl ow core clay bricks using ambient and forced vibration methods are describe d in detail. The ambient vibration test took place in two stages of the con struction-stage one, when only the frames and slabs where constructed, and stage two when all the walls were put in place. The forced vibration was ca rried out when some of the walls were constructed. The results from the two test methods are compared with each other and also with computer analysis results based on conventional design office assumptions for modeling. Dynam ic characteristics of the structure including natural frequencies, damping ratios and mode shapes determined from the tests are presented. The effect of Autoclaved Cellular Concrete (ACC) block infill and partition walls on t he dynamic properties and stiffness of the building are discussed in detail . The advantages of using ACC block walls as infill wall material for seism ic regions are concluded. (C) 1999 Elsevier Science Ltd. All rights reserve d.