BibTex RIS Kaynak Göster

Shear Failure of Historic Masonry Walls

Yıl 2016, , 1 - 6, 30.06.2016
https://doi.org/10.17678/beujst.27782

Öz

Shear behaviour of masonry has been studied for modern masonry and few experimental results are available for historic un-reinforced masonry walls (HURM) under seismic loads. A series of triplet tests, racking and cyclic shear wall tests have been experimentally conducted by the authors to investigate shear failure mechanisms and strength of HURM walls.

Kaynakça

  • Anzani A , Binda L., Fontana A., pina-Henriques J. 2004, “ An experimental investigation on multiple-leaf tone masonry”, Proc. 13th IBMaC, Amsterdam.
  • Benjamin R., Williams H.A.1958, “The behaviour of one-story brick shear walls”, Journal of Structural Engineering Division ASCE, 84, 1723, pp. 1-30.
  • Capozucca R., Sinha B.P. 2004, “Strength and Behaviour of historic masonry under lateral loading”, Proc. IBMaC, Amsterdam, Vol.1, pp. 277-284.
  • Capozucca R., Sinha B.P. 2005, “Evaluation of Shear Strength of Historic Masonry”, Proc. 5th AMCM, Gliwice, Poland, pp. 29-31.
  • Chen W., Saleeb A.F. 1982, “Constitutive equation for engineering materials” Vol. 1, John Wiley & Sons Publications.
  • Drysdale R.G., Vanderkeyl R., Hamid A.A. 1979, ”Shear strength of brick masonry joints”, Proc. 5th Int. Brick Masonry Conf., Washington, 13, pp.106-113.
  • European Committee For Standardisation, EC6. ,1995, Design of masonry structures. Part 1-1: General rules for buildings – Rules for reinforced and un-reinforced masonry, ENV 1996 1-1: Bruxels: CEN.
  • Hamid A., Drysdale R.G. 1981,” Proposed failure criteria for concrete block masonry under biaxial stresses”, J. of Struct. Div., 107, ST8, pp.1675-1687.
  • Hendry A.W., Sinha B.P. 1971, “Shear tests on full-scale single-storey brickwork structures subjected to pre-compression”, Journal Civil Eng. and Public Works Review, , pp.1339-1344.
  • Hendry A.W. 1978, “A note on the strength of brickwork in combined racking shear and compression”, Load Bearing Brickwork, 6, 27, pp.47-52.
  • Magenes G., Calvi G.M. 1997, “In-plane seismic response of brick masonry walls”, Earthquake Eng. Struct. Dyn., 26, 11, pp.1091-1112.
  • Mann W., Muller H. 1980, “Failure of shear-stressed masonry”, Proc. Brit. Ceram. Soc. 27, pp. 223-235.
  • Page A.W., Samarasinghe W., Hendry A.W. 1980, “The failure of masonry shear walls” , Int. Journal of Masonry Construction, 1, No. 2, pp. 52-57.
  • Pina-Henriques J., Lourenço P.B., Binda L., Anzani A. 2004, “ Testing and modelling of multiple-leaf masonry walls under shear and compression”,
  • Proc. IV Int. Seminar Struc. Analysis of Historic Constructions, Padova,
  • Riddington J.R., Ghazali M.Z. 1988, “Shear strength of masonry walls”, Proc. 8th Int. Brick/Block Masonry Conf. Dublin, pp. 548-558.
  • RILEM TC 127-MS 1996, Test “Test for masonry materials and structures”, Materials and Structures, 29, pp 459-475.
  • Samarasinghe W., Page A.W., Hendry A.W. 1981, “Behaviour of brick masonry shear walls” , The Structural Engineer, Vol. 59B,, pp.42-48.
  • Sinha B.P. 1967, ”Model studies related to load-bearing brickwork”, Phd. Thesis, University of Edinburgh, U.K.
  • Sinha B.P., Hendry A.W.1969, “Racking tests on storey-height shear-wall structures subjected to pre-compression”, Proc. of the 1st Int. Conf. Texas, USA, pp. 192-199.
  • Tomazevic M, Lutman M., Petkovic L. 1996, “Seismic bahaviour of masonry walls: experimental simulation”, J. of Struc. Eng., 122, 9, pp.1040-1047.
  • Turnešec V., Cačovič F. 1970, ”Some experimental results on the strength of brick masonry walls”, Proc. 2nd Int. Brick Masonry Conf., UK, pp.149-156.
  • Yokel F.Y., Fattal S.G. 1976,“Failure hypothesis for masonry shear walls”, Journal of Structural Engineering Division ASCE, 102, 515-532.
Yıl 2016, , 1 - 6, 30.06.2016
https://doi.org/10.17678/beujst.27782

Öz

Kaynakça

  • Anzani A , Binda L., Fontana A., pina-Henriques J. 2004, “ An experimental investigation on multiple-leaf tone masonry”, Proc. 13th IBMaC, Amsterdam.
  • Benjamin R., Williams H.A.1958, “The behaviour of one-story brick shear walls”, Journal of Structural Engineering Division ASCE, 84, 1723, pp. 1-30.
  • Capozucca R., Sinha B.P. 2004, “Strength and Behaviour of historic masonry under lateral loading”, Proc. IBMaC, Amsterdam, Vol.1, pp. 277-284.
  • Capozucca R., Sinha B.P. 2005, “Evaluation of Shear Strength of Historic Masonry”, Proc. 5th AMCM, Gliwice, Poland, pp. 29-31.
  • Chen W., Saleeb A.F. 1982, “Constitutive equation for engineering materials” Vol. 1, John Wiley & Sons Publications.
  • Drysdale R.G., Vanderkeyl R., Hamid A.A. 1979, ”Shear strength of brick masonry joints”, Proc. 5th Int. Brick Masonry Conf., Washington, 13, pp.106-113.
  • European Committee For Standardisation, EC6. ,1995, Design of masonry structures. Part 1-1: General rules for buildings – Rules for reinforced and un-reinforced masonry, ENV 1996 1-1: Bruxels: CEN.
  • Hamid A., Drysdale R.G. 1981,” Proposed failure criteria for concrete block masonry under biaxial stresses”, J. of Struct. Div., 107, ST8, pp.1675-1687.
  • Hendry A.W., Sinha B.P. 1971, “Shear tests on full-scale single-storey brickwork structures subjected to pre-compression”, Journal Civil Eng. and Public Works Review, , pp.1339-1344.
  • Hendry A.W. 1978, “A note on the strength of brickwork in combined racking shear and compression”, Load Bearing Brickwork, 6, 27, pp.47-52.
  • Magenes G., Calvi G.M. 1997, “In-plane seismic response of brick masonry walls”, Earthquake Eng. Struct. Dyn., 26, 11, pp.1091-1112.
  • Mann W., Muller H. 1980, “Failure of shear-stressed masonry”, Proc. Brit. Ceram. Soc. 27, pp. 223-235.
  • Page A.W., Samarasinghe W., Hendry A.W. 1980, “The failure of masonry shear walls” , Int. Journal of Masonry Construction, 1, No. 2, pp. 52-57.
  • Pina-Henriques J., Lourenço P.B., Binda L., Anzani A. 2004, “ Testing and modelling of multiple-leaf masonry walls under shear and compression”,
  • Proc. IV Int. Seminar Struc. Analysis of Historic Constructions, Padova,
  • Riddington J.R., Ghazali M.Z. 1988, “Shear strength of masonry walls”, Proc. 8th Int. Brick/Block Masonry Conf. Dublin, pp. 548-558.
  • RILEM TC 127-MS 1996, Test “Test for masonry materials and structures”, Materials and Structures, 29, pp 459-475.
  • Samarasinghe W., Page A.W., Hendry A.W. 1981, “Behaviour of brick masonry shear walls” , The Structural Engineer, Vol. 59B,, pp.42-48.
  • Sinha B.P. 1967, ”Model studies related to load-bearing brickwork”, Phd. Thesis, University of Edinburgh, U.K.
  • Sinha B.P., Hendry A.W.1969, “Racking tests on storey-height shear-wall structures subjected to pre-compression”, Proc. of the 1st Int. Conf. Texas, USA, pp. 192-199.
  • Tomazevic M, Lutman M., Petkovic L. 1996, “Seismic bahaviour of masonry walls: experimental simulation”, J. of Struc. Eng., 122, 9, pp.1040-1047.
  • Turnešec V., Cačovič F. 1970, ”Some experimental results on the strength of brick masonry walls”, Proc. 2nd Int. Brick Masonry Conf., UK, pp.149-156.
  • Yokel F.Y., Fattal S.G. 1976,“Failure hypothesis for masonry shear walls”, Journal of Structural Engineering Division ASCE, 102, 515-532.
Toplam 23 adet kaynakça vardır.

Ayrıntılar

Bölüm Makaleler
Yazarlar

Kubilay Kaptan

Yayımlanma Tarihi 30 Haziran 2016
Gönderilme Tarihi 6 Aralık 2015
Yayımlandığı Sayı Yıl 2016

Kaynak Göster

IEEE K. Kaptan, “Shear Failure of Historic Masonry Walls”, Bitlis Eren University Journal of Science and Technology, c. 6, sy. 1, ss. 1–6, 2016, doi: 10.17678/beujst.27782.