Page 125 - Advanced Design Examples of Seismic Retrofit of Structures

Example of a Two-Story Unreinforced Masonry Building Chapter 2 117

[24] M. Ebrahimiyan, M. Golabchi, M. Yekrangnia, Field observation and vulnerability assessment
of Gonbad-e Q abus, J. Architect. Eng. 23 (4) (2017) 05017008.
[25] N. Zezhen, D. Qi, C. Jianyou, Y. Runtao, A study of aseismic strengthening for multi-story
brick building by additional R/C columns, 8th WCEE, USA, 1984, pp. 591–598.
[26] S. Chuxian, L. Guiqiu, W. Wenchao, The design of Brick masonry structure with concrete
column, 11th IB2 MaC, Shanghai, China, Vols. 626–633, 1997.
[27] M. Tomaz ˇevic ˇ, I. Klemenc, Seismic behaviour of confined masonry walls, Earthq. Eng. Struct.
Dyn. 26 (10) (1997) 1059–1071.
[28] M. Yekrangnia, A. Bakhshi, M.A. Ghannad, A. Aghababai, M. Khanmohammadi, and S.R.
Mirghaderi, In-situ cyclic testing on a typical URM school building: Part II: the confined
masonry building, 10thInternationalMasonry Conference 2018, July9–11, 2018,Milan (Italy).
[29] A. Schultz, J. Bean, H. Stolarski, Resistance of slender post-tensioned masonry walls
with unbonded tendons to transversal loading, 9th NAMC, South Carolina, USA, 2003,
pp. 463–473.
[30] P. Sheppard, S. Tercelj, The effect of repair and strengthening methods for masonry walls, 7th
WCEE, Istanbul 6 (1980) 255–262.
[31] G. Calvi, G. Magenes, Experimental results on unreinforced masonry shear walls damaged and
repaired, 10th IB2 MaC, Calgary, Canada, Vols. 509–518, 1994.
[32] T. Manzouri, M. Schuller, P. Shing, B. Amadei, Repair and retrofit of unreinforced masonry
structures, Earthq. Spec. 12 (4) (1996).
[33] A. Hamid, T. El-Sayed, A. Salama, Seismic retrofit of historic multiwythe stone masonry
walls, 8th NAMC, Austin, Texas, USA, 1999.
[34] B. Samali, D.M. Dowling, J. Li, Static and dynamic testing of adobe-mudbrick structures,
Aust. J. Struct. Eng. 8 (2) (2008) 159–170.
[35] M. Taghdi, M. Bruneau, M. Saatcioglu, Seismic retrofitting of low-rise masonry and concrete
walls using steel strips, J. Struct. Eng. ©ASCE 126 (9) (2000) 1017–1025.
[36] A. Hamid, A. Mahmoud, S. Abo El Maged, Strengthening and repair of unreinforced masonry
structures: state-of-the-art, 10th IB2 MaC, Calgary, Canada, 1994, pp. 485–497.
[37] D. Rai, S. Goel, Seismic strengthening of unreinforced masonry piers with steel elements,
Earth. Spec. 12 (1996) 845–862.
[38] F. Somi, M. Yekrangnia, A. Bakhshi, M.A. Gannad, S.E. Hashemi-Rafsanjani, Study of
in-plane behavior of adobe walls with cyclic tests, in: The 6th International Conference on
Seismology and Earthquake Engineering (SEE-6), May 16–18, Tehran, Iran, 2011.
[39] J. Plecnik, T. Cousins, E. Oı ´conner, Strengthening of unreinforced masonry buildings,
J. Struct. Eng. ASCE 112 (1986) 1070–1087.
[40] O. Rosenboom, M. Kowalsky, Investigation of alternative details for seismic design of post-
tensioned clay masonry walls, 9th NAMC, South Carolina, USA, 2003, pp. 475–485.
[41] A. Al-Manaseer, V. Neis, Load tests on post-tensioned masonry wall panels, ACI Struct. J.
84 (6) (1987) 467–472.
[42] N. Mojsilovic, P. Marti, Load Tests on Post-Tensioned Masonry Walls, IBK Nr. 0011, Swiss
Federal Institute of Technology, Zurich, Switzerland, 1996.
[43] S. Lissel, N. Shrive, Construction of diaphragm walls post-tensioned with carbon fiber rein-
forced polymer tendons, 9th NAMC, Clemson, South Carolina, USA, 2003, pp. 192–203.
[44] VSL, Post-Tensioned Masonry Structures, VSL Report Series # 2, VSL Int. Ltd., Switzerland,
1990
[45] M. Yekrangnia, A. Mahdizadeh, Performance of safe-room under jack-arch roof gravity loads,
in: The 6th International Conference on Seismology and Earthquake Engineering (SEE-6),
May 16–18, Tehran, Iran, 2011.