Seismic design of RC external beam-column joints

Bulletin of Earthquake Engineering - Tập 10 Số 2 - Trang 645-677 - 2012
Gregoria Kotsovou1, Harris P. Mouzakis1
1Laboratory of Earthquake Engineering, National Technical University of Athens, 5, Iroon Polytechniou Str., Polytechinic Campus Zografos, 157 80, Athens, Greece

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Bakir PG (2003) Seismic resistance and mechanical behavior of exterior beam-column joints with crossed inclined bars. Struct Eng Mech 16(4): 51–493

Ehsani MR, Wight JK (1985a) Effect of transverse beams and slab on behaviour of reinforced concrete beam-to-column connections. ACI J 82: 188–195

Ehsani MR, Wight JK (1985b) Exterior reinforced concrete beam-to-column connections subjected to earthquake-type loading. ACI J 82: 492–499

EN 1992-1 (2004) Eurocode 2: Design of Concrete Structures—Part 1-1. General Rules and Rules for Buildings

EN 1998-1 (2004) Eurocode 8: Design of Structures for Earthquake Resistance—Part 1. General Rules, Seismic Actions and Rules for Buildings

Hegger J, Sherif A, Roeser W (2003) Nonseismic design of beam-column joints. ACI Struct J 100(5): 654–664

Hwang S-J, Lee H-J, Liao T-F, Wang K-C, Tsai H-H (2005) Role of hoops on shear strength of reinforced concrete beam–column joits. ACI Struct J 102: 445–453

Kotsovos GM. Assessment of the flexural capacity of RC beam/column elements allowing for 3-D effects. Eng Struct (forthcoming)

Kotsovos MD, Pavlovic MN (1999) Ultimate limit-state design of concrete structures: a new approach. Thomas Telford, UK, p 164

Leon RT (1990) Shear strength and hysteric behaviour of interior beam–column joints. ACI Struct J 87: 3–11

Paulay T (1989) Equilibrium criteria for reinforced concrete beam–column joints. ACI Struct J 86: 635–643

Paulay T, Priestley MJN (1992) Seismic design of reinforced concrete and masonry buildings. Wiley, New York

Paulay T, Park R, Priestey MJN (1978) Reinforced concrete beam–column joints under seismic actions. ACI J 75: 585–593

Tassios TP (1989a) Specific rules for concrete structures-justification note no. 5: Anchorage of beam’s reinforcements across a column, in Background Document for Eurocode 8-Part 1, vol 2, Design rules. CED DG III/8076/89 EN, Brussels, pp 18–22

Tassios TP (1989b) Specific rules for concrete structures-justification note no. 8: A rational simplified model for beam-column joint behaviour, in Background Document for Eurocode 8-Part 1, vol 2, Design rules, CEC DG III/8076/89 EN, Brussels, pp 55–64

The Institution of Structural Engineers and the Concrete Society (1978) Design and detailing of concrete structures for fire resistance. (Interim guidance by a joint committee of the Institution of Structural Engineers and the Concrete Society.) The Institution of Structural Engineers, London

Tsonos AG (2006) Cyclic load behaviour of reinforced concrete beam–column subassemblages designed according to modern codes. Eur Earthq Eng 3: 3–21

Tsonos AG (2007) Cyclic load behavior of reinforced concrete beam–column subassemblages of modern structures. ACI Struct J 104: 468–478

Tsonos AG, Tegos IA, Penelis GGr (1992) Seismic resistance of type 2 exterior beam-column joints with inclined bars. ACI Struct J 89(1): 3–12