Journal of structural engineering

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  Año 2004, Vol. 130, Número 9

  • Response Sensitivity for Nonlinear Beam¿Column Elements

    Gregory L. Fenves, Filip C. Filippou, Michael H. Scott, Paolo Franchin

    págs. 1281-1288

    

  • Bound of Earthquake Input Energy

    Izuru Takewaki

    págs. 1289-1297

    

  • Role of Damage Functions in Evaluation of Response Modification Factors

    Silvia Bruno, Luis D. Decanini, Fabrizio Mollaioli

    págs. 1298-1308

    

  • Inelastic Deformation Ratios for Design and Evaluation of Structures: Single-Degree-of-Freedom Bilinear Systems

    Anil K. Chopra, Chatpan Chintanapakdee

    págs. 1309-1319

    

  • Long-Term Effects on Response of Reinforced Concrete Columns to Cyclic Loading

    L. E. Rey, A. E. Schultz, S. S. Welton

    págs. 1320-1332

    

  • Effect of Beam Growth on Reinforced Concrete Frames

    Gregory MacRae, John Stanton, Jubum Kim

    págs. 1333-1342

    

  • Seismic Retrofit of Concrete-Masonry-Infilled Steel Frames with Glass Fiber-Reinforced Polymer Laminates

    Wael W. El-Dakhakhni, Mohamed Elgaaly, Ahmad A. Hamid

    págs. 1343-1352

    

  • Seismic Analysis of Woodframe Structures. I: Model Formulation

    Andre Filiatrault, Bryan Folz

    págs. 1353-1360

    

  • Seismic Analysis of Woodframe Structures. II: Model Implementation and Verification

    Bryan Folz, Andre Filiatrault

    págs. 1361-1370

    

  • Moment¿Rotation Parameters for Composite Shear Tab Connections

    Judy Liu, Abolhassan Astaneh-Asl

    págs. 1371-1380

    

  • Plastic Interaction Relationships for Square Hollow Structural Sections: Lower Bound Solution

    Istemi F. Ozkan, Magdi Mohareb

    págs. 1381-1391

    

  • Effects of Sustained Load on Concrete-Filled Hollow Structural Steel Columns

    Wei Liu, Zhong Tao, Lin-Hai Han

    págs. 1392-1404

    

  • Interaction Model for Unprotected Concrete Filled Steel Columns Under Standard Fire Conditions

    K. H. Tan, C. Y. Tang

    págs. 1405-1413

    

  • Bridge Deck Replacement for Minimum Expected Cost Under Multiple Reliability Constraints

    Mark G. Stewart, Allen C. Estes, Dan M. Frangopol

    págs. 1414-1419

    

  • Discussion of ¿Exact Finite Element for Nonuniform Torsion of Open Sections¿ by Magdi Mohareb and Farhood Nowzartash

    Guy Warzée, Bernard Espion, Katy Saadé

    págs. 1420-1421