Achillides Z. and Pilakoutas K. FE modelling of bond interaction of FRP bars to concrete. Mar., 7–16
Amarnath K. see Muthu K. U. et al.
Bing L., Guanglu L. and Long Z. Failure analysis of a thin-webbed girder of post-tensioned concrete. Mar., 1–5
Cabrera J. G. see Shafiq N. and Cabrera J. G.
Camposinhos R. S. and Serra Neves A. Limit states of cracking in beam-and-block floor systems using pretensioned ribs. Sept., 117–127
de Belie N., de Muynck W. and Verstraete W. A synergistic approach to microbial presence on concrete: cleaning and consolidating effects. Sept., 105–109
de Muynck W. see de Belie N. et al.
Dinakar P. see Ganesh Babu K. and Dinakar P.
Ganesh Babu K. and Dinakar P. Strength efficiency of metakaolin in concrete. Mar., 27–31
Guanglu L. see Bing L. et al.
Ibrahim A. see Muthu K. U. et al.
Kamiya Y. see Ogawa N. et al.
Kasuga A. Extradosed bridges in Japan. Sept., 91–103
see also Yoshioka T. et al.
Khalfalla S. Cracking analysis of reinforced concrete tensioned members. Sept., 111–116
Klevtsov V. and Korevitskaya M. Determining the coefficient of concrete strength variation during non-destructive testing. Dec., 165–167
Korevitskaya M. see Klevtsov V. and Korevitskaya M.
Long Z. see Bing L. et al.
Mattarneh H. see Muthu K. U. et al.
Miyagawa T. see Yoshioka T. et al.
Mori T. see Yoshioka T. et al.
Muthu K. U., Amarnath K., Ibrahim A. and Mattarneh H. Load–deflection behaviour of restrained RC slab strips. Mar., 17–26
Ogawa N., Kamiya Y., Yoshikawa T., Yu G. and Tsunomoto M. Nozomi Bridge—a hybrid structure of stress-ribbon deck and truss. Dec., 145–157
Pilakoutas K. see Achillides Z. and Pilakoutas K.
Ramaswamy A. see Thomas J. and Ramaswamy A.
Serra Neves A. see Camposinhos R. S. and Serra Neves A.
Shafiq N. and Cabrera J. G. Calculation of the coefficients of oxygen permeability of mortar samples using PORECOR analysis. Dec., 159–164
Tammo K. and Thelandersson S. Crack opening near reinforcement bars in concrete structures. Dec., 137–143
Tepfers R. Bond clause proposals for FRP bars/ rods in concrete based on CEB/FIP Model Code 90. Part 1: Design bond stress for FRP reinforcing bars. Jun., 47–55
Bond clause proposals for FRP bars/rods in concrete based on CEB/FIP Model Code 90. Part 2: Design lengths and tension stiffening. Jun., 57–63
Thelandersson S. see Tammo K. and Thelandersson S.
Thomas J. and Ramaswamy A. Load–deflection performance of partially prestressed concrete T-beams with steel fibres in partial and full depth. Jun., 65–75
Tsunomoto M. see Ogawa N. et al.
Verstraete W. see de Belie N. et al.
Yoshikawa T. see Ogawa N. et al.
Yoshioka T., Mori T., Kasuga A. and Miyagawa T. Report on the First fib Congress 2002, Osaka, Japan. Jun., 77–81
Yu G. see Ogawa N. et al.
