Prediction of ground motion due to the collapse of a large-scale cooling tower under strong earthquakes

Soil Dynamics and Earthquake Engineering - Tập 65 - Trang 43-54 - 2014
Feng Lin1, Hongkui Ji1, Yinan Li2, Zhaoxia Zuo2, Xianglin Gu1, Yi Li1
1Department of Building Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China
2State Nuclear Electric Power Planning Design & Research Institute, Beijing 100094, China

Tài liệu tham khảo

Busch, 2002, New natural draft cooling tower of 200m of height, Eng Struct, 24, 1509, 10.1016/S0141-0296(02)00082-2 International Atomic Energy Agency (IAEA), Seismic design and qualification for nuclear power plants: safety guide, Safety Standards Series No. NS-G-1.6. Vienna; 2003. National Nuclear Safety Administration, General safety principles for design of nuclear power plants, HAD102/01. Beijing: China Legal Publishing House; 1989 (in Chinese). American Society of Civil Engineers, Seismic analysis of safety-related nuclear structures and commentary, ASCE 4-98. 2000. Standardization Administration of the People’s Republic of China, Code for seismic design of nuclear power plants, GB 50267-97. Beijing: China Planning Press; 1998 (in Chinese). VGB-Technical Committee, Structural design of cooling towers. VGB PowerTech e.V., Essen, Germany; 2005. Krätzig, 1992, Collapse simulation of reinforced concrete natural draught cooling tower, Eng Struct, 14, 291, 10.1016/0141-0296(92)90042-O Li, 2014, Numerical research of a super-large cooling tower subjected to accidental loads, Nucl Eng Des, 269, 184, 10.1016/j.nucengdes.2013.08.028 Li Y, Huang SK, He JT, Gu XL, Shi FM, Lin F Numerical simulation on collapse of a super-large cooling tower caused by local failure of pile foundation. In: Proceedings of 22nd International Conference on Structural Mechanics in Reactor Technology (SMiRT22). San Francisco, California, USA, 2013, Division III, p. 962–71. Lamb, 1904, On the propagation of tremors over the surface of an elastic solid, Philos Trans R Soc Lond, 203, 359, 10.1098/rsta.1904.0013 Gu, 2002, Ground response to dynamic compaction of dry sand, Geotechnique, 52, 481, 10.1680/geot.2002.52.7.481 Pan, 2002, Simulation of dynamic compaction of loose granular soils, Adv Eng. Softw., 33, 631, 10.1016/S0965-9978(02)00067-4 Lin, 2013, Prediction of ground vibration due to the collapse of a 235m high cooling tower under accidental loads, Nucl Eng Des, 258, 89, 10.1016/j.nucengdes.2013.01.022 Stangenberg F, Zinn R Bodenerschütterungen beim sprengtechnischen Abbruch von 140m hohen Stahlbetonschornsteinen. In: Proceedings of the finite elemente in der baupraxis. Modellierung, Berechnung und Konstruktion. Beiträge zur Tagung FEM’98, Darmstadt, Germany, 1998, p. 471–80 (in German). Kwang, 2006, Ground vibration due to dynamic compaction, Soil Dyn Earthq Eng, 26, 337, 10.1016/j.soildyn.2005.12.004 Ministry of Housing and Urban-Rural Construction of the People’s Republic of China. Specification for design of reinforced concrete shell structures, JGJ22-2012. Beijing: China Architecture & Building Press; 2012 (in Chinese). Hallquist, 2006 Hallquist, 2012 HOU, 2007, Impulse model of impact between concrete blocks, J Vib Shock, 26, 1 Hufenbach, 2011, Strain rate dependent low velocity impact response of layerwise 3D-reinforced composite structures, Int J Impact Eng, 38, 358, 10.1016/j.ijimpeng.2010.12.004 Holmquist TJ, Johnson GR, Cook WH A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures. In: Proceedings of the 14th International Symposium on Ballistics; 1993, p. 591–600. Commitee Euro-International du Beton, CEB-FIP Model Code 1990. Thomas Telford; 1993. European Committee for Standardization, Design of concrete structures-part 1: general rules and rules for buildings, EN 1992-1-1. Brussels; 2004. Lou, 2003, Effect of vertical artificial boundary on seismic response of soil layer, J Tongji Univ (Nat Sci), 31, 757 Drucker, 1952, Soil mechanics and plastic analysis for limit design, Q Appl Math, 10, 157, 10.1090/qam/48291 Kausel, 2000 Bolt, 1988 Standardization Administration of the People’s Republic of China, Code for seismic design of buildings, GB 50011-2010. Beijing: China Architecture & Building Press; 2010 (in Chinese). Sabouri-Ghomi, 2006, Numerical study of the nonlinear dynamic behaviour of reinforced concrete cooling towers under earthquake excitation, Adv Struct Eng, 9, 433, 10.1260/136943306777641940 Athanasopoulos, 2000, Effect of soil stiffness in the attenuation of Rayleigh-wave motions from field measurements, Soil Dyn Earthq Eng, 19, 277, 10.1016/S0267-7261(00)00009-9 Starossek, 2009 Gu, 2013