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Results: 1-9 |
Results: 9

Authors: FUCHS W ELIGEHAUSEN R BREEN JE
Citation: W. Fuchs et al., CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETE - AUTHORS CLOSURE, ACI structural journal, 92(6), 1995, pp. 794-794

Authors: FUCHS W ELIGEHAUSEN R BREEN JE
Citation: W. Fuchs et al., CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETE - RESPONSE TO CANNON,ROBERT,W, ACI structural journal, 92(6), 1995, pp. 795-798

Authors: FUCHS W ELIGEHAUSEN R BREEN JE
Citation: W. Fuchs et al., CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETE - RESPONSE TO LUTZ,LEROY,A, ACI structural journal, 92(6), 1995, pp. 798-799

Authors: FUCHS W ELIGEHAUSEN R BREEN JE
Citation: W. Fuchs et al., CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETE - RESPONSE TO ORR,RICHARD,A, ACI structural journal, 92(6), 1995, pp. 799-801

Authors: FUCHS W ELIGEHAUSEN R BREEN JE
Citation: W. Fuchs et al., CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETE - RESPONSE TO IVERSON,PHILLIP,J, ACI structural journal, 92(6), 1995, pp. 801-802

Authors: ELIGEHAUSEN R BALOGH T
Citation: R. Eligehausen et T. Balogh, BEHAVIOR OF FASTENERS LOADED IN TENSION IN CRACKED REINFORCED-CONCRETE, ACI structural journal, 92(3), 1995, pp. 365-379

Authors: FUCHS W ELIGEHAUSEN R BREEN JE
Citation: W. Fuchs et al., CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETE, ACI structural journal, 92(1), 1995, pp. 73-94

Authors: OZBOLT J ELIGEHAUSEN R
Citation: J. Ozbolt et R. Eligehausen, MODELING OF REINFORCED-CONCRETE BY THE NONLOCAL MICROPLANE MODEL, Nuclear Engineering and Design, 156(1-2), 1995, pp. 249-257

Authors: BAZANT ZP OZBOLT J ELIGEHAUSEN R
Citation: Zp. Bazant et al., FRACTURE SIZE EFFECT - REVIEW OF EVIDENCE FOR CONCRETE STRUCTURES, Journal of structural engineering, 120(8), 1994, pp. 2377-2398
Risultati: 1-9 |