Page 45 - Design of Reinforced Masonry Structures

1.14 CHAPTER ONE

rewritten by substituting its value from ASCE 7-05 Eqs. (12.4-2), (12.4-3), and (12.4-4) as
follows (only those equations are presented which contain the seismic load effect, E):
1. Strength Design
5. (1.2 + 0.2S )D + rQ + L + 0.2S
DS
E
7. (0.9 – 0.2S )D + rQ + 1.6H
E
DS
2. Allowable Stress Design
5. (1.0 + 0.14S )D + H + F + 0.7rQ E
DS
6. (1.0 + 0.105S )D + H + F + 0.525rQ + 0.75L + 0.75(L or S or R)
DS E r
7. (0.6 – 0.14S )D + 0.7rQ + H
DS
E
REFERENCES

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1.2 Palmer, W. (ed.) (1999). “What Is Masonry?” Masonry Construction, pp. 9–11.
1.3 Drysdale, R. G., Hamid, A. A., and Baker, L. R. (1994). Masonry Structures: Behavior and
Design, Prentice-Hall, Englewood Cliffs, NJ.
1.4 McHenry, Jr., P. G. (1984). Adobe and Rammed Earth Buildings: Design and Construction, John
Wiley and Sons, New York.
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Sons, New York.
1.6 Gies, J. (1963). Bridges and Man, Grosset and Dunlap, New York.
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1.8 Cowan, H. J. (1997). The Master Builders, John Wiley and Sons, New York.
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1.10 Rowland, I. D. (1999). Vitruvius: Ten Books on Architecture, Cambridge University Press,
Cambridge, England.
1.11 Zhewen, L., and Luo, Z. (1986). The Great Wall of China in History and Legend, Foreign
Language Press, Beijing, China.
1.12 Bower, J. (1973). History of Building, Crosby, Lockwood Staples, London.

1.13 Campbell, J. W. P. (2003). Brick: A World History, Thames and Hudson, Ltd., London and
New York.
1.14 Turner, J. (ed.) (1996). Grove Dictionary of Art, 33 vols., Grove/MacMillan Publishers, London,
Vol. 4, pp. 767–797.
1.15 Beamish, R. (1862). Memoirs of the Life of Sire Marc Isambard Brunel, Longmans, London.
1.16 Brebner, A. (1923). Notes on Reinforced Brickwork, Technical Paper No. 38, Government of
India, Public Works Department.
1.17 Kanamori, S. (1930). “Reinforced Brick Opens Greater Possibilities,” Brick and Clay Record,
July, pp. 96–100.
1.18 BIA (1996). Reinforced Brick Masonry: Introduction, Technical Note on Brick Construction
17 Revised.