References
- Baker , A. L. L. 1972 . “Calcul Des Structures Hyperstatiques Par La Méthode Simpliée Bilinéaire De La Charge Ultime,” . Proc. Annexe 6 Aux Recommandations CED , 3 : 217 – 312 .
- Cauvin , A. 1981 . “Redistribution of Moments in Columns of Simple R. C. Sway Frames,” . Politecnico di Milano, Corso di Perfezionamento Per Le Costrnzioni in Cemento Armato Fratelli Pesenti, STUDI E RICERCHE , 3 : 311 – 340 .
- CEB‐FIP . 1978 . “Model Code for Concrete Structures,” . In CEB‐FIB Int. Recommendations, , Third ed. , Comite Euro‐International Du Beton (CEB) .
- Ernst , G. C. , Smith , G. M. , Riveland , A. R. and Pierce , D. N. 1973 . “Basic Reinforced Concrete Frame Performance Under Vertical and Lateral Loads,” . J. Am. Concr. Inst. Proc. , 70 ( 4 ) : 261 – 269 .
- Guyon , Y. 1960 . Prestressed Concrete , Vol. 2 , 603 – 652 . London : Contractors Record .
- Humar , J. 1981 . “Seismic Response of Reinforced Concrete Frames,” . J. Struct. Div. ASCE , 107 ( ST7 ) : 1215 – 1232 .
- Macchi , G. 1965 . “Elastic Distribution of Moments on Continuous Beams,” . Flexural Mech. Reinf. Concr. Am. Concr. Inst. , SP‐12 : 237 – 257 .
- Macchi , G. 1972 . “Calcul Des Structures Hyperstatiques Par La Méthode Des Rotations Imposées,” . Proc. Annexe 6 Aux Recommandations CEB , 3 : 313 – 368 .
- Macchi , G. and Siviero , E. 1974 . “Deformability of Prismatic Reinforced Concrete Members with Rectangular Cross‐Section Under Combined Bending and Axial Load,” . Costruzioni in Cemento Armato Fratelli Italcementi, Bergamo , 11 : 283 – 294 .
- Mattock , A. H. 1959 . “Redistribution of Design Bending Moments in Reinforced Concrete Continuous Beams,” . Proc. Inst. Civ. Eng. , : 35 – 46 .
- Mattock , A. H. 1965 . “Rotational Capacity of Hinging Region in Reinforced Concrete Beams,” . Flexural Mech. Reinf. Concr. Am. Concr. Inst. , SP‐12 : 143 – 181 .
- Mo , Y. L. 1982 . “Zur Ermittlung Der Momentenumlagerung in Stahlbeton‐Rahmentragwerken,” . Institut Für Massivbau, Universität Hannover . Dissertation
- Park , R. and Paulay , T. 1975 . Reinforced Concrete Structures , 195 – 269 . New York, N. Y. : John Wiley and Sons .
- Pera , J. , Tuset , J. , Reynouard , J. M. , Lemaire , M. and Cubaud , J. C. 1976 . “Prévision De La Charge Et De La Flèche Ultimates Dans Une Poutre Hyperstatique En Béton Armé,” . Mater. Constr. , 9 ( 51 ) : 169 – 175 .
- Pflüger , A. 1978 . Stabstatik , 137 – 142 . W. Berlin : Springer‐Verlag .
- Richards , R. Jr. and Lazaro , A. L. III . 1971 . “Limit Analysis of a Reinforced Concrete Frame,” . J. Am. Concr. Inst. , : 748 – 755 .
- Sawyer , H. A. Jr. 1965 . “Design of Concrete Frames for Two Failure Stages,” . Flexural Mech. Reinf. Concr. Am. Concr. Inst. , SP‐12 : 405 – 437 .
- Tichy , M. and Rakosnik , J. 1977 . Plastic Analysis of Concrete Frames , London and Wellingborough : Collet's .