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Volumn 61, Issue 5, 1996, Pages 831-843

A hybrid computational approach for the analysis of blast resistant connections

Author keywords

[No Author keywords available]

Indexed keywords

BLAST RESISTANCE; BLASTING; COMPUTER SIMULATION; CONCRETE REINFORCEMENTS; EQUATIONS OF MOTION; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); STRUCTURAL ANALYSIS;

EID: 0030311655     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7949(96)00097-1     Document Type: Article
Times cited : (13)

References (15)
  • 1
    • 0012572595 scopus 로고
    • Analysis and design of connections, openings and attachments for protective construction
    • Weapons Laboratory, Air Force Systems Command, Kirtland AFB, NM
    • T. Krauthammer and M. A. DeSutter, Analysis and design of connections, openings and attachments for protective construction. Final Report no. WL-TR-89-44, Weapons Laboratory, Air Force Systems Command, Kirtland AFB, NM (1989).
    • (1989) Final Report No. WL-TR-89-44
    • Krauthammer, T.1    DeSutter, M.A.2
  • 2
    • 0012516732 scopus 로고
    • Combined numerical experimental development of innovative structural concrete connections
    • (Edited by F. K. Garas, G. S. T. Armer and J. L. Clarke), Chapman and Hall, London
    • T. Krauthammer and E. Marx, Combined numerical experimental development of innovative structural concrete connections. In: Building the Future (Edited by F. K. Garas, G. S. T. Armer and J. L. Clarke), pp. 274-284. Chapman and Hall, London (1994).
    • (1994) Building the Future , pp. 274-284
    • Krauthammer, T.1    Marx, E.2
  • 4
    • 0023830528 scopus 로고
    • A finite difference-finite element approach to dynamic soil-structure interaction modelling
    • D. J. Stevens and T. Krauthammer, A finite difference-finite element approach to dynamic soil-structure interaction modelling. Comput. Struct. 29, 199-205 (1988).
    • (1988) Comput. Struct. , vol.29 , pp. 199-205
    • Stevens, D.J.1    Krauthammer, T.2
  • 5
    • 0027907824 scopus 로고
    • Analysis of impulsively loaded RC structural elements, part 1 - Theory, part 2 - Implementation
    • T. Krauthammer, A. Assadi-Lamouki and H. M. Shanaa, Analysis of impulsively loaded RC structural elements, part 1 - theory, part 2 - implementation. Comput. Struct. 48, 851-871 (1993).
    • (1993) Comput. Struct. , vol.48 , pp. 851-871
    • Krauthammer, T.1    Assadi-Lamouki, A.2    Shanaa, H.M.3
  • 6
    • 0028763129 scopus 로고
    • Response of reinforced concrete structural elements to severe impulsive loads
    • T. Krauthammer, H. M. Shanaa and A. Assadi-Lamouki, Response of reinforced concrete structural elements to severe impulsive loads. Comput. Struct. 53, 119-130 (1993).
    • (1993) Comput. Struct. , vol.53 , pp. 119-130
    • Krauthammer, T.1    Shanaa, H.M.2    Assadi-Lamouki, A.3
  • 7
    • 0004255987 scopus 로고
    • UCRL-MA-107254 Rev. 1, Lawrence Livermore National Laboratory
    • R. G. Whirley and B. E. Engelmann, DYNA3D user manual. UCRL-MA-107254 Rev. 1, Lawrence Livermore National Laboratory (1993).
    • (1993) DYNA3D User Manual
    • Whirley, R.G.1    Engelmann, B.E.2
  • 8
    • 84867599425 scopus 로고
    • Investigation of resistance and behavior of reinforced concrete members subjected to dynamic loading, part II
    • University of Illinois, IL
    • A. Feldman and C. P. Siess, Investigation of resistance and behavior of reinforced concrete members subjected to dynamic loading, Part II. Civil Engineering Studies, Structural Research Series no. 165, University of Illinois, IL (1958).
    • (1958) Civil Engineering Studies, Structural Research Series , vol.165
    • Feldman, A.1    Siess, C.P.2
  • 9
    • 0022675983 scopus 로고
    • The modified compression field theory for reinforced concrete elements subjected to shear
    • F. J. Vecchio and M. P. Collins, The modified compression field theory for reinforced concrete elements subjected to shear. ACI J. 83, 219-231 (1986).
    • (1986) ACI J. , vol.83 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2
  • 12
    • 30244574269 scopus 로고
    • Technical Note N-1752R, Rev. 1, Naval Civil Engineering Laboratory, Port Hueneme, CA
    • NCEL, Basis of design for NAVFAC type I missile test cell. Technical Note N-1752R, Rev. 1, Naval Civil Engineering Laboratory, Port Hueneme, CA (1990).
    • (1990) NCEL Basis of Design for NAVFAC Type I Missile Test Cell
  • 14
    • 0003657015 scopus 로고
    • Reinforced concrete corners and joints subjected to bending moment
    • Document D7:1973, National Swedish Building Research, Stockholm
    • I. H. E. Nilsson, Reinforced concrete corners and joints subjected to bending moment. Design of corners and joints in frame structures. Document D7:1973, National Swedish Building Research, Stockholm (1973).
    • (1973) Design of Corners and Joints in Frame Structures
    • Nilsson, I.H.E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.