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Volumn 29, Issue 5, 2010, Pages

Comparative analysis of damage behaviors under strong earthquakes for Dagangshan arch dam and Xiluodu arch dam

Author keywords

Damage by strong earthquake; High arch dam; Hydraulic structures; Model test; Numerical simulation; Safety assessment resisting earthquake

Indexed keywords

DAMAGE BY STRONG EARTHQUAKE; HIGH ARCH DAMS; MODEL TEST; NUMERICAL SIMULATION; SAFETY ASSESSMENTS;

EID: 78649755884     PISSN: 10031243     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (2)

References (9)
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  • 3
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    • Li, Q.1    Zhang, C.2    Wang, G.3
  • 4
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    • 27th-30th, March, Mayrhofen, Tyrol, Austria. Hillbert Mang, Mazars J, Bicnic N. EURO-C2006
    • Du R, Lin G, Leng F. Elastoplastic-damage analysis for arch dams considering multiaxial stresses effect [A]. Hillbert Mang, Mazars J, Bicnic N. EURO-C2006, Computational Model-ling of Concrete Structures [C], 27th-30th, March 2006, Mayrhofen, Tyrol, Austria. 329-336.
    • (2006) Computational Model-ling of Concrete Structures , pp. 329-336
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  • 5
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    • The damage analysis of concrete and its engineering application
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    • Liu Jun. The damage analysis of concrete and its engineering application [D]. Dalian: Dalian University of Technology, 2007. (in Chinese)
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  • 8
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    • Experimental study and numerical simulation for seismic failure of high arch dam on shaking table
    • (in Chinese)
    • Fan Shuli, Chen Jianyun, Wang Jianyong, et al. Experimental study and numerical simulation for seismic failure of high arch dam on shaking table [J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(3): 467-474. (in Chinese)
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.