Abstract
Tall and slender structures like chimney and towers are used generally in the power plants and telecommunication industry, respectively. For such structures with extreme heights and dynamic performance, the effect of wind load will have an important role in the design. The present paper evaluates the effect of deterministic wind load on the dynamic response of chimney. For depicting the restraint conditions of the structure in a realistic manner, soil flexibility (soil–structure interaction effect) has been considered while performing the analysis. For the wind analysis, along-wind effect has been considered. This paper explores the chimney considering nonlinear Soil–Structure Interaction (SSI) effects using Beam-On-Nonlinear-Winkler-Foundation (BNWF) approach. A 220-m-high RCC chimney of truncated hollow cone shape has been taken from the case study. The chimney is supported by a pile–raft foundation consisting of 332 bored cast in situ piles on a clayey silt deposit. The chimney has been assumed to be located in open terrain and subjected to a maximum wind speed of 50 m/s. The along-wind loads were computed according to IS: 875(Part 3) and applied along with the height of the chimney. Two-dimensional finite element (FEM) analysis is performed using OpenSees based on the direct method of SSI. Theoretical evaluation of the response considering beam elements for the chimney, pile, pile cap, and spring elements for SSI has also been a part of the study. Displacement responses of the chimney have been considered with both fixed base and flexible base conditions. The study demonstrates the influence and need for consideration of SSI which will properly estimate the response of a structure.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Boulanger RW, Curras CJ, Kutter BL, Wilson DW, Abghari A (1999) Seismic soil-pile-structure interaction experiments and analyses. J Geotech Geoenvironmen Eng 125:750–759. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:9(750)
Boulanger RW (2000) The PySimple1, TzSimple1, and QzSimple1 material models. Documentation for the OpenSees platform
Chmielewski T, Gorski P, Beirow B, Kretzschmar J (2005) Theoretical and experimental free vibrations of tall industrial chimney with flexibility of soil. Eng Struct 27:25–34
CICIND (2001) Model code for concrete chimneys—Part A: the shell (Second edition, Revision 1). Zurich, Switzerland
Committee, A.C.I. (2008) Code requirements for reinforced concrete chimneys and commentary. Am. Concr. Institute, USA, 1–34 (2008)
Dutta SC, Roy R (2002) A critical review on idealization and modeling for interaction among soil—foundation—structure system. Science 80:1579–1594. https://doi.org/10.1016/S0045-7949(02)00115-3
Federal Emergency Management Agency (FEMA) (2000) Pre-standard and commentary for the seismic rehabilitation of buildings, FEMA-356, Washington, D.C
IS 875 (1987) Code of Practice for Design Loads (Other Than Earthquake) for Building and Structures—Part 3: Wind Loads (Second Revision). Bur. Indian Stand. New Delhi. (1987)
Indian Standards, B.: IS 4998-1: Criteria for design of reinforced concrete chimneys, Part 1: Assessment of loads (1992)
Manohar SN, Tall-Chimneys-.pdf (1985) Tata McGraw-Hill New Delhi, Banglore
OpenSees, OpenSees (Open System for Earthquake Engineering Simulation) (2008) Pacific Earthquake Engineering Research Center (PEER). University of California, Berkeley
Raychowdhury P, Singh P (2012) Effect of nonlinear soil-structure interaction on seismic response of low-rise SMRF buildings. Earthq Eng Eng Vib (Springer) 11(4):541–551
Reese LC, Cox WR, Koop FD (1974) Analysis of laterally loaded piles in sand. Proc VI Ann Offshore Technol Conf Houston Texas 2:473–485
Scott BD, Park R, Priestley MJN (1982) Stress-Strain behavior of concrete confined by overlapping hoops at low and high strain rates. J Am Concrete Inst 79(1):13–27
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Lakshmi, L., Burnwal, M.L., Ray Chaudhuri, S., Raychowdhury, P. (2020). Dynamic Response of Tall Chimneys on Pile–Raft Foundation Subjected to Wind Load. In: Latha Gali, M., Raghuveer Rao, P. (eds) Construction in Geotechnical Engineering. Lecture Notes in Civil Engineering, vol 84. Springer, Singapore. https://doi.org/10.1007/978-981-15-6090-3_38
Download citation
DOI: https://doi.org/10.1007/978-981-15-6090-3_38
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-15-6089-7
Online ISBN: 978-981-15-6090-3
eBook Packages: EngineeringEngineering (R0)