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Sensors  2013 

Evaluation of Stiffness Changes in a High-Rise Building by Measurements of Lateral Displacements Using GPS Technology

DOI: 10.3390/s131115489

Keywords: GPS, high-rise buildings, stiffness, lateral displacement, outrigger

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Abstract:

The outrigger truss system is one of the most frequently used lateral load resisting structural systems. However, little research has been reported on the effect of installation of outrigger trusses on improvement of lateral stiffness of a high-rise building through full-scale measurements. In this paper, stiffness changes of a high-rise building due to installation of outrigger trusses have been evaluated by measuring lateral displacements using a global positioning system (GPS). To confirm the error range of the GPS measurement system used in the full-scale measurement tests, the GPS displacement monitoring system is investigated through a free vibration test of the experimental model. Then, for the evaluation of lateral stiffness of a high-rise building under construction, the GPS displacement monitoring system is applied to measurements of lateral displacements of a 66-story high-rise building before and after installation of outrigger truss. The stiffness improvement of the building before and after the installation is confirmed through the changes of the natural frequencies and the ratios of the base shear forces to the roof displacements.

References

[1]  Adeli, H.; Park, H.S. Neurocomputing for Design Automation; CRC Press: Boca Raton, FL, USA, 1998.
[2]  Park, H.S.; Park, C.L. Drift control of high-rise buildings with unit load method. Struct. Design Tall Special Build. 1997, 6, 23–35.
[3]  Park, H.S.; Hong, K.; Seo, J.H. Drift design of steel-frame shear-wall systems for tall buildings. Struct. Design Tall Special Build. 2002, 11, 35–49.
[4]  Park, H.S.; Kwon, J.H. Optimal drift design model for multi-story buildings subjected to dynamic lateral forces. Struct. Design Tall Special Build. 2002, 12, 317–333.
[5]  Park, H.S.; Seo, J.H.; Kwon, Y.H. Development of drift design model for high-rise buildings subjected to lateral and vertical loads. Struct. Design Tall Special Build. 2008, 17, 273–293.
[6]  Seo, J.H.; Song, W.K.; Kwon, Y.H.; Hong, K.; Park, H.S. Drift design model for high-rise buildings based on resizing algorithm with a weight control factor. Struct. Design Tall Special Build. 2008, 17, 563–578.
[7]  Taranath, B.S. Structural Analysis and Design of Tall Buildings; CRC Press: Boca Raton, FL, USA, 2012.
[8]  Li, Q.S.; Wong, C.K.; Fang, J.Q.; Jeary, A.P.; Chow, Y.W. Field measurements of wind structural responses of a 70-storey tall buildings under typhoon conditions. Struct. Design Tall Special Build. 2000, 9, 325–342.
[9]  Xu, Y.L.; Zhan, S. Field measurement of Di Wang tower during typhoon York. J. Wind Eng. Ind. Aerodyn. 2001, 89, 73–93.
[10]  Mikik, C.; Arslanoglu, M. Investigation on accuracies of real time kinematic GPS for GIS applications. Remote Sens. 2009, 1, 22–35.
[11]  Jacobson, M.D. Inferring snow water equivalent for a snow-covered ground reflector using GPS multipath signals. Remote Sens. 2010, 2, 2426–2441.
[12]  Dahlqvist, S.; R?nnholm, P.; Salo, P.; Vermeer, M. Evaluating the correctness of airborne laser scanning data heights using vehicle-based RTK and VRS GPS observations. Remote Sens. 2011, 3, 1902–1913.
[13]  Lee, D.H.; Cho, J.; Suh, Y.; Hwang, J.; Yun, H. A new window-based program for quality control of GPS sensing data. Remote Sens. 2012, 4, 3168–3183.
[14]  Pesci, A.; Teza, G.; Casula, G.; Fabris, M.; Bonforte, A. Remote sensing and geodetic measurements for volcanic slope monitoring: surface variations measured at northern flank of La Fossa Cone (Vulcano Island, Italy). Remote Sens. 2013, 5, 2238–2256.
[15]  Loves, J.W.; Teskey, W.F.; Lachapelle, G.; Cannon, M.E. Dynamic deformation monitoring of tall structure using GPS technology. J. Surv. Eng. 1995, 121, 35–40.
[16]  ?elebi, M. GPS in dynamic monitoring of long-period structures. Soil Dyn. Earthq. Eng. 2000, 20, 477–483.
[17]  Tamura, Y.; Matsui, M.; Pagnini, L.C.; Ishibashi, R.; Yoshida, A. Measurement of wind-induced response of buildings using RTK-GPS. J. Wind Eng. Ind. Aerodyn. 2002, 90, 1783–1793.
[18]  Breuer, P.; Chmielewski, T.; Górski, P.; Konopka, E. Application of GPS technology to measurements of displacements of high-rise structures due to weak winds. J. Wind Eng. Ind. Aerodyn. 2002, 90, 223–230.
[19]  Park, H.S.; Sohn, H.G.; Kim, I.S.; Park, J.H. Application of GPS to monitoring of wind-induced responses of high-rise buildings. Struct. Design Tall Special Build. 2008, 17, 117–132.
[20]  Lee, H.M.; Adeli, H.; Lee, I. A new approach for health monitoring of structures: Terrestrial laser scanning. Comput. Aided Civil Infrastruct. Eng. 2007, 22, 19–30.
[21]  Psimoulis, P.; Pytharouli, S.; Karambalis, D.; Stiros, S. Potential of global positioning system (GPS) to measure frequencies of oscillations of engineering structures. J. Sound Vib. 2008, 318, 606–623.
[22]  Kijewski-Correa, T.; Kareem, A.; Kochly, M. Experimental verification and full-scale deployment of global positioning system to monitor the dynamic response of tall buildings. J. Struct. Eng. 2006, 132, 1242–1253.
[23]  Chan, W.S.; Xu, Y.L.; Ding, X.L.; Xiong, Y.L.; Dai, W.J. Assessment of dynamic measurement accuracy of GPS in three directions. J. Surv. Eng. 2006, 3, 108–117.
[24]  Psimoulis, P.A.; Stiros, S.C. Experimental assessment of the accuracy of GPS and RTS for the determination of the parameters of oscillation of major structures. Comput. Aided Civil Infrastruct. Eng. 2008, 23, 389–403.
[25]  Psimoulis, P.A.; Stiros, S.C. A supervised learning computer-based algorithm to derive the amplitude of oscillations of structures using noisy and Robotic Theodolites (RTS) records. In Comput. Struct.; 2012; Volume 92–93, pp. 337–348.
[26]  Moschas, F.; Stiros, S. Measurement of the dynamic displacements and of the modal frequencies of a short-span pedestrian bridge using GPS and an accelerometer. Eng. Struct. 2011, 33, 10–17.
[27]  Im, S.B.; Hurlebaus, S.; Kang, Y.J. Summary review of GPS technology for structural health monitoring. J. Struct. Eng. 2013, 139, 1653–1664.
[28]  Trimble 4700 Receiver. Available online: http://www.geoplane.com/downloads/Receiver_Manuals/Survey/4700%20user%20manual.pdf (accessed on 13 October 2013).
[29]  Keyence. LB-301. Available online: http://www.keyence.com/products/sensor/positioning/lb/models/lb-301/index.jsp (accessed on 13 October 2013).
[30]  Park, K.; Kim, D.; Yang, D.; Joung, D.; Ha, I.; Kim, S. A comparison study of conventional construction methods and outrigger damper system for the compensation of differential column shortening in high-rise buildings. Int. J. Steel Struct. 2010, 10, 317–324.

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