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Author Index Volume 7 (2011)

Author Index Volume 7 (2011) Bridge Structures 7 (2011) 175 IOS Press The issue number is given in front of the pagination Arafa, M., see Tokal, Y. (1) 31-41 Archbold P. and B. Mullarney, Lateral loads applied by pedestrians at normal walking velocities (2, 3) 75-86 Arici, M., M.F. Granata and A. Recupero, The influence of time-dependent phenomena in segmental construction of concrete cable-stayed bridges (4) 125-137 Barrett, S.L., see Jones, M.H. (2, 3) 65-73 Bou Diab, F., M. Mabsout and K. Tarhini, Influence of skew angle on live load moments in steel girder bridges (4) 151-163 Carlson, E., see Peddle, J. (4) 165-173 Chen, C.-C., see Sharafbayani, M. (2, 3) 115-122 Chrysanidis, T.A., see Tegos, I.A. (1) 43-52 De Corte, W., A review of alternatives for orthotropic bridge deck panels (2, 3) 95-102 Garapati, S.H., L. Snyder and A. Kaw, Comparing two procedures for assembling steel fulcra in simpletrunnion bascule bridges (1) 19-30 Giannakas, N.C., see Tegos, I.A. (1) 43-52 Goudreau, A., see Peddle, J. (4) 165-173 Granata, M.F., see Arici, M. (4) 125-137 Hao, S., I35W Bridge collapse: Lessons learned and challenges revealed (1) 3-18 Jones, M.H., M. Van Duyn, S. Treyger and S.L. Barrett, Portland Milwaukie Light Rail bridge: First transit-only cable-stayed bridge offers unique capacity for shared use (2, 3) 65-73 Kaw, A., see Garapati, S.H. (1) 19-30 Klein, T.W., The advancement of wire rope in movable bridges (2, 3) 87-93 Linzell, D.G., see Sharafbayani, M. (2, 3) 115-122 Mabsout, M., see Bou Diab, F. (4) 151-163 Mullarney, B., see Archbold, P. (2, 3) 75-86 Najm H., see Tokal, Y. (1) 31-41 Peddle, J., A. Goudreau, E. Carlson and E. SantiniBell, Bridge displacement measurement through digital image correlation (4) 165-173 Recupero, A., see Arici, M. (4) 125-137 Riad, M.Y., see William, G.W. (4) 139-149 Santini-Bell, E., see Peddle, J. (4) 165-173 Sharafbayani, M., D.G. Linzell and C.-C. Chen, Web plumb influence on skewed I girder, steel bridges during construction (2, 3) 115-122 Shoukry, S.N., see William, G.W. (4) 139-149 Snyder, L., see Garapati, S.H. (1) 19-30 Tarhini, K., see Bou Diab, F. (4) 151-163 Tegos, I.A., N.C. Giannakas and T.A. Chrysanidis, Serviceability cracking check of circular section piers (1) 43-52 Tokal, Y., H. Najm and M. Arafa, Simplified design method for bridge piers subjected to unconfined blast hazards (1) 31-41 Treyger, S., see Jones, M.H. (2, 3) 65-73 Van Duyn, M., see Jones, M.H. (2, 3) 65-73 William, G.W., S.N. Shoukry and M.Y. Riad, Monitoring of longitudinal cracks in an empirically designed reinforced concrete bridge deck (4) 139-149 Wong, C., An innovative energy storage bridge (2, 3) 55-64 1573-2487/11/$27.50 © 2011 – IOS Press and the authors. All rights reserved http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Bridge Structures IOS Press

Author Index Volume 7 (2011)

Bridge Structures , Volume 7 (4) – Jan 1, 2011
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IOS Press
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Copyright © 2011 by IOS Press, Inc
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1573-2487
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Abstract

Bridge Structures 7 (2011) 175 IOS Press The issue number is given in front of the pagination Arafa, M., see Tokal, Y. (1) 31-41 Archbold P. and B. Mullarney, Lateral loads applied by pedestrians at normal walking velocities (2, 3) 75-86 Arici, M., M.F. Granata and A. Recupero, The influence of time-dependent phenomena in segmental construction of concrete cable-stayed bridges (4) 125-137 Barrett, S.L., see Jones, M.H. (2, 3) 65-73 Bou Diab, F., M. Mabsout and K. Tarhini, Influence of skew angle on live load moments in steel girder bridges (4) 151-163 Carlson, E., see Peddle, J. (4) 165-173 Chen, C.-C., see Sharafbayani, M. (2, 3) 115-122 Chrysanidis, T.A., see Tegos, I.A. (1) 43-52 De Corte, W., A review of alternatives for orthotropic bridge deck panels (2, 3) 95-102 Garapati, S.H., L. Snyder and A. Kaw, Comparing two procedures for assembling steel fulcra in simpletrunnion bascule bridges (1) 19-30 Giannakas, N.C., see Tegos, I.A. (1) 43-52 Goudreau, A., see Peddle, J. (4) 165-173 Granata, M.F., see Arici, M. (4) 125-137 Hao, S., I35W Bridge collapse: Lessons learned and challenges revealed (1) 3-18 Jones, M.H., M. Van Duyn, S. Treyger and S.L. Barrett, Portland Milwaukie Light Rail bridge: First transit-only cable-stayed bridge offers unique capacity for shared use (2, 3) 65-73 Kaw, A., see Garapati, S.H. (1) 19-30 Klein, T.W., The advancement of wire rope in movable bridges (2, 3) 87-93 Linzell, D.G., see Sharafbayani, M. (2, 3) 115-122 Mabsout, M., see Bou Diab, F. (4) 151-163 Mullarney, B., see Archbold, P. (2, 3) 75-86 Najm H., see Tokal, Y. (1) 31-41 Peddle, J., A. Goudreau, E. Carlson and E. SantiniBell, Bridge displacement measurement through digital image correlation (4) 165-173 Recupero, A., see Arici, M. (4) 125-137 Riad, M.Y., see William, G.W. (4) 139-149 Santini-Bell, E., see Peddle, J. (4) 165-173 Sharafbayani, M., D.G. Linzell and C.-C. Chen, Web plumb influence on skewed I girder, steel bridges during construction (2, 3) 115-122 Shoukry, S.N., see William, G.W. (4) 139-149 Snyder, L., see Garapati, S.H. (1) 19-30 Tarhini, K., see Bou Diab, F. (4) 151-163 Tegos, I.A., N.C. Giannakas and T.A. Chrysanidis, Serviceability cracking check of circular section piers (1) 43-52 Tokal, Y., H. Najm and M. Arafa, Simplified design method for bridge piers subjected to unconfined blast hazards (1) 31-41 Treyger, S., see Jones, M.H. (2, 3) 65-73 Van Duyn, M., see Jones, M.H. (2, 3) 65-73 William, G.W., S.N. Shoukry and M.Y. Riad, Monitoring of longitudinal cracks in an empirically designed reinforced concrete bridge deck (4) 139-149 Wong, C., An innovative energy storage bridge (2, 3) 55-64 1573-2487/11/$27.50 © 2011 – IOS Press and the authors. All rights reserved

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Bridge Structures – IOS Press

Published: Jan 1, 2011

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