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Reinforced concrete infill

Altin S, Ersoy U, Tankut T (1992) Hysteretic response of reinforced-concrete infilled frames. ASCE J Struct Eng 118(8) 2133-2150... [Pg.300]

Canbay E, Ersoy U, Ozcebe G (2003) Contribution of reinforced concrete infills to seismic behaviour of structural systems. ACI Struct J 100(5) 637-643... [Pg.300]

Pulido C, Saiidi MS, Sanders D, Itani A, El-Azazy S (2004) Seismic performance of two-column bents - Part II retrofit with infill walls. ACI Struct J 101(5) 642-649 Sonuvar M, Ozcebe G, Ersoy U (2004) Rehabilitation of reinforced concrete frames with reinforced concrete infills. ACI Struct J 101(4) 494-500... [Pg.302]

Canbay E, Ersoy U, Ozcebe G (2003) Contribution of reinforced concrete infills to seismic behavior of structural systems. ACI Struct J 100(5) 637-643 CEN (2004) EN 1992-1-1 Eurocode 2 Design of concrete structures - Part 1-1 General rules and rules for buildings. Comite Europeen De Normalisation, Brussels Eibl J, Keintzel E (1988) Seismic shear forces in cantilever shear walls. In Proceedings of the 9th world conference in earthquake engineering, Japan Association for Earthquake Disaster Prevention, Tokyo... [Pg.327]

Sonuvar M, Ozcebe G, Ersoy U (2004) Rehabilitation of reinforced craicrete frames with reinforced concrete infills. ACI Struct J 101(4) 494—500 Sugano S (ed) (2007) Seismic rehabilitation of concrete structures, Intemational Publication Series lPS-2. American Concrete Institute, Farmington Hills Sugimoto T, Masuo K, Komiya T, Ueda M (1999) Experimtaital study on RC infill walls which used adhesive anchor with specification for practice. Summary of technical papers of annual meeting, vol 9. Architectural Institute of Japan, Tokyo, pp 219-222 Takeyama H, Satoh A, Minai M, Sometani T (1998) Construction and perfrnmance test of precast concrete infills walls. Prestress Concr 40(4) 219-222 Teymur P, Yuksel E, Pala S (2008) Wet-mixed shobaete walls to retrofit low ductile RC frames. [Pg.328]

In Proceedings of the 14th world crmference on earthquake engineering, Beijing, paper 0146 Turk M, Ersoy U, Ozcebe G (2003) Retrofitting of reinforced concrete frames with reinforced concrete infills walls. In Proceedings of the fib symposium, concrete structures in seismic regions, Athens... [Pg.328]

Plating with reinforced concrete infill (especially in Z-sections)... [Pg.115]

Infills Infill walls Masonry infills Reinforced concrete infills... [Pg.151]

In this entry, the in-plane behavior and in-plane failure modes of infilled frames are presented. Then, macro- and micromodels for infill walls are presented followed by the results of experimental investigations for the replacement of masonry infill walls with reinforced concrete infills, as an economically viable method for retrofitting existing structures. Finally, methods... [Pg.152]

Reinforced Concrete Infills in Reinforced Concrete Frames... [Pg.160]

Acun B, Sucuoglu H (2006) Strengthening of masonry infill walls in reinforced concrete frames with wire mesh reinforcement. In 8th national conference on earthquake engineering, San Francisco, paper 1852... [Pg.186]

Caivi GM, Bolognini D (2001) Seismic response of reinforced concrete frames infilled with masonry panels weakly reinforced. J Earthq Eng 5(2) 153-185 Canbay E, Ersoy U, Tankut T (2004) A three component force transducer for reinforced concrete... [Pg.186]

Added concrete walls are very popular for seismic retrofitting of concrete buildings. A simple, cost-effective way of adding them is by infilling with reinforced concrete (RC) some bays of the existing frame, especially at the perimeter. The technique is... [Pg.261]

It is popular in seismic retrofitting of concrete buildings to add reinforced concrete (RC) walls, which reduce, thanks to their stiffness, the storey drifts and hence structural and non-structural seismic damage. A simple and cost-effective way of adding walls is by infilling with RC strategic bays of the frame, especially at the perimeter of the building. If the new wall takes up a full frame bay, it can incorporate the beams as well as both columns, at the location normally taken up by the wall boundary elements. The web is totally new and should be fastened to the... [Pg.281]

Anil O, Altin S (2007) An experimental study on reinforced concrete partially infilled frames. Eng Stmct 29 449 60... [Pg.300]

Kara ME, Altin S (2006) Behaviour of reinforced concrete frames with reinforced concrete partial infills. ACI Struct J 103(5) 701-709... [Pg.302]

The construction of new walls is the most effective and economic method for retrofitting multi-storey reinforced concrete (RC) buildings, especially those with pilotis (soft-storey). Their structural and economic effectiveness increases when selected bays of an existing RC frame are fully infilled. Most of the experimental research work performed in the last decades has focused on other frequently used... [Pg.303]

In this paper, a simplified approach for probabilistic seismic performance assessment is snmmarized and applied to the example of a four storey reinforced concrete (RC) frame with and withont masonry infills. For the determination of an IN2 curve for an infilled frame, the extended N2 method, which is applicable to infilled RC frames, is employed (Dolsek Fajfar 2004b, 2005). [Pg.242]

Example A bare and an infilled reinforced concrete frame... [Pg.244]

Dolsek, M. Fajfar, P. 2005. Simplified non-linear seismic analysis of infilled reinforced concrete frames. Earthquake Engineering and Structural Dynamics 34(l) 49-66. [Pg.253]

Dolsek, M. Fajfar, P. 2007. Effects of masonry infills on the seismic response of a four storey reinforced concrete frame — deterministic assessment. Engineering Structures, submitted. [Pg.253]

Fig. 11.1. Tsunami damage in Thailand and Indonesia (December 2004 Indian Ocean Tsunami) (a) severe structural damage, Khao Lak, Thailand (b) column failure of a reinforced concrete frame, Phuket, Thailand (c) column failure due to debris impact, Banda Aceh, Indonesia (d) punching failure of infill walls, Banda Aceh, Indonesia." ... Fig. 11.1. Tsunami damage in Thailand and Indonesia (December 2004 Indian Ocean Tsunami) (a) severe structural damage, Khao Lak, Thailand (b) column failure of a reinforced concrete frame, Phuket, Thailand (c) column failure due to debris impact, Banda Aceh, Indonesia (d) punching failure of infill walls, Banda Aceh, Indonesia." ...
Numerical Modeling of Masonry Infilled Reinforced Concrete Frame Buildings Paleoseismology... [Pg.146]

Numerical Modeling of Masonry Infilled Reinforced Concrete Erame Buildings Response Spectmm Analysis of Stmctures Subjected to Seismic Actions Retrofitting and Strengthening Masonries of Heritage Stmctures Materials Used... [Pg.184]

Numerical Modeling of Masoiuy Infilled Reinforced Concrete Frame Buildings Performance-Based Design Procedure for Structures with Magneto-Rheological Dampers... [Pg.200]

See other pages where Reinforced concrete infill is mentioned: [Pg.140]    [Pg.464]    [Pg.7]    [Pg.171]    [Pg.172]    [Pg.303]    [Pg.354]    [Pg.241]    [Pg.252]    [Pg.641]    [Pg.151]    [Pg.157]    [Pg.160]    [Pg.160]    [Pg.163]    [Pg.164]    [Pg.165]    [Pg.1381]   
See also in sourсe #XX -- [ Pg.115 ]



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