1. bookVolume 116 (2019): Issue 2 (February 2019)
Journal Details
License
Format
Journal
eISSN
2353-737X
First Published
20 May 2020
Publication timeframe
1 time per year
Languages
English
access type Open Access

Assessing the Dynamic Response of a Steel Pipeline to a Strong Vertical Mining Tremor Using the Multiple Support Response Spectrum Method

Published Online: 16 May 2020
Volume & Issue: Volume 116 (2019) - Issue 2 (February 2019)
Page range: 97 - 107
Received: 06 Feb 2019
Journal Details
License
Format
Journal
eISSN
2353-737X
First Published
20 May 2020
Publication timeframe
1 time per year
Languages
English
Abstract

This paper presents an analysis of the dynamic response of an overground steel pipeline during a strong mining shock. The analysis was conducted using various calculation methods- a time history (THA), a response spectrum (RSA) and a multiple support response spectrum analysis (MSRS). For the THA and MSRS methods, non-uniform effects of ground excitation were taken into account. During the analyses, the bending moment was calculated. On the basis of obtained results, it can be noted that the non-uniform effects had a significant impact on the dynamic behaviour of the pipeline and it was indicated that the MSRS method led to more accurate estimation than the RSA.

Keywords

[1] ANSYS Workbench User’s Guide, ANSYS Inc. 2018.Search in Google Scholar

[2] Czerwionka L., Tatara T., Standard response spectra from chosen mining regions at Upper Silesian Coalfield, Technical Transactions, vol. 2-B, 2007, 11-18.Search in Google Scholar

[3] Der Kiureghian A., Neuenhofer A., Response spectrum method for multi-support seismic excitations, Earthquake Engineering and Structural Dynamics, Vol. 8, 1992, 713-740.10.1002/eqe.4290210805Search in Google Scholar

[4] Dulinska J., Fabijanska M., Large-dimensional shells under mining tremors from various mining regions in Poland, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, Vol. 5, no 11, 2011, 567-574.Search in Google Scholar

[5] Gad E., Wilson J., Moore A., Richards A., Effects of mine blasting on residential structures, Journal of Performance of Constructed Facilities, Vol. 19, issue 3, 2005, 222-228.10.1061/(ASCE)0887-3828(2005)19:3(222)Search in Google Scholar

[6] Harichandran R., Vanmarcke E., Stochastic variation of earthquake ground motion in space and time, Journal of Engineering Mechanics, ASCE, Vol. 112, 1986, 154-174.10.1061/(ASCE)0733-9399(1986)112:2(154)Search in Google Scholar

[7] Hindy A., Novak M., Response of pipelines to random ground motion, Journal of the Engineering Mechanics Division, Vol. 106, 1980, 339–360.10.1061/JMCEA3.0002588Search in Google Scholar

[8] Jihong Y., Zhiqiang Z., Xianming L., A simplified multisupport response spectrum method, Earthquake Engineering and Engineering Vibration, Vol. 11, no. 2, 2012, 243-256.10.1007/s11803-012-0114-4Search in Google Scholar

[9] Konakli K., Der Kiureghian A., Extended MSRS rule for seismic analysis of bridges subjected to differential support motions, Earthquake Engineering and Structural Dynamics, Vol. 40, 2011, 1315-1335.10.1002/eqe.1090Search in Google Scholar

[10] Lin Y.K., Zhang R., Yong Y., Multiply supported pipeline under seismic wave excitations, Journal of Engineering Mechanics, ASCE, Vol. 116, 1990, 1094-1108.10.1061/(ASCE)0733-9399(1990)116:5(1094)Search in Google Scholar

[11] Lupoi A., The evaluation of bridges response under a spatial varying ground motion, Third International fib Congress incorporating the PCI Annual Convention and Bridge Conference 2010, Vol. 5, 2010, 4270-4286Search in Google Scholar

[12] Tatara T., Pachla F., Kubon P., Experimental and numerical analysis of an industrial RC tower, Bulletin of Earthquake Engineering, Vol. 15, issue 5, 2017, 2149-2171.10.1007/s10518-016-0053-ySearch in Google Scholar

[13] Zembaty Z., Vibrations of bridge structure under kinematic wave excitations, Journal of Structural Engineering, ASCE, Vol. 123, 1997, 479-488.10.1061/(ASCE)0733-9445(1997)123:4(479)Search in Google Scholar

Recommended articles from Trend MD

Plan your remote conference with Sciendo