Books on the topic 'Singly Reinforced Concrete Walls'

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Ellis, Reed Maxwell. Behavior and design of reinforced concrete ice-resisting walls. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1988.

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

P, Hughes B. Control of thermal and shrinkage cracking in restrained reinforced concrete walls. London: CIRIA, 1991.

Linde, Peter. Numerical modelling and capacity design of earthquake-resistant reinforced concrete walls. Basel: Birkhäuser, 1993.

Poukhonto, L. M. Durability of concrete structures and constructions: Silos, bunkers, reservoirs, water towers, retaining walls ; translated from Russian. Lisse: Balkema, 2003.

Thurlimann, Bruno. Design of masonry walls and reinforced concrete columns with column-deflection-curves. Basel: Birkhauser, 1987.

Roller, John J. Design criteria for insulating concrete form wall systems. [Skokie, Ill.]: Portland Cement Association, 1996.

Amrhein, James E. Tall slender walls: Estimating curves for area of steel for reinforced masonry. 2nd ed. Los Angeles, Calif: Masonry Institute of America, 1994.

Farrar, C. R. Experimental assessment of damping in low aspect ratio, reinforced concrete shear wall structure. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.

Ling, Hoe I. Seismic testing: Geogrid reinforced soil structures faced with segmental retaining wall block : executive summary. Edina, MN: Allan Block Corp., 2003.

Goodsir, W. J. The design of coupled frame-wall structures for seismic actions. Christchurch, N.Z: Dept. of Civil Engineering, University of Canterbury, 1985.

Sullivan, Timothy J. Seismic design of frame-wall structures. Pavia, Italy: IUSS Press, 2006.

El-Tawil, Sherif. Recommendations for seismic design of hybrid coupled wall systems. Reston, Va: SEI/America Society of Civil Engineers, 2010.

Alekseenko, Vasiliy, and Oksana Zhilenko. Design, construction and operation of buildings in seismic areas. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1000210.

American Society of Civil Engineers. Working Group on Stiffness of Concrete Shear Wall Structures., ed. Stiffness of low rise reinforced concrete shear walls. New York: The Society, 1994.

E, Baker W., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., and Los Alamos National Laboratory, eds. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

McLain, Ruth Anne. Reinforced concrete masonry walls under combined axial and flexural loading. 1991.

Hsu, Thomas T. C. 1933-, Mau S. T, National Science Foundation (U.S.), and International Workshop on Concrete Shear in Earthquake (1991 : University of Houston), eds. Concrete shear in earthquake. London: Elsevier Applied Science, 1992.

Palermo, Daniel. Behaviour and analysis of reinforced concrete walls subjected to reversed cyclic loading. 2002.

Council, Applied Technology, Partnership for Response and Recovery, and United States. Federal Emergency Management Agency, eds. Repair of earthquake damaged concrete and masonry wall buildings. Washington, D.C: Federal Emergency Management Agency, 1999.

Council, Applied Technology, Partnership for Response and Recovery., and United States. Federal Emergency Management Agency., eds. Repair of earthquake damaged concrete and masonry wall buildings. Washington, D.C: Federal Emergency Management Agency, 1999.

Evaluation of earthquake damaged concrete and masonry wall buildings: Technical resources. [Washington, D.C.]: Federal Emergency Management Agency, 1999.

Council, Applied Technology, Partnership for Response and Recovery., and United States. Federal Emergency Management Agency., eds. Evaluation of earthquake damaged concrete and masonry wall buildings: Technical resources. [Washington, D.C.]: Federal Emergency Management Agency, 1999.

Council, Applied Technology, Partnership for Response and Recovery., and United States. Federal Emergency Management Agency., eds. Evaluation of earthquake damaged concrete and masonry wall buildings: Technical resources. [Washington, D.C.]: Federal Emergency Management Agency, 1999.

Sherif, El-Tawil, and ASCE Technical Committee on Composite Construction., eds. Recommendations for seismic design of hybrid coupled wall systems. Reston, Va: America Society of Civil Engineers, 2009.

Council, Applied Technology, Partnership for Response and Recovery., and United States. Federal Emergency Management Agency., eds. Evaluation of earthquake damaged concrete and masonry wall buildings: Techical resources. [Washington, D.C.]: U.S. Dept. of Homeland Security, Federal Emergency Management Agency, 2008.

Council, Applied Technology, Partnership for Response and Recovery., and United States. Federal Emergency Management Agency., eds. Evaluation of earthquake damaged concrete and masonry wall buildings: Techical resources. [Washington, D.C.]: U.S. Dept. of Homeland Security, Federal Emergency Management Agency, 2008.

Evaluation of earthquake damaged concrete and masonry wall buildings: Techical resources. [Washington, D.C.]: U.S. Dept. of Homeland Security, Federal Emergency Management Agency, 2008.

Council, Applied Technology, Partnership for Response and Recovery., and United States. Federal Emergency Management Agency., eds. Evaluation of earthquake damaged concrete and masonry wall buildings: Basic procedures manual. [Washington, D.C.?]: The Agency, 1999.

Council, Applied Technology, Partnership for Response and Recovery., and United States. Federal Emergency Management Agency., eds. Evaluation of earthquake damaged concrete and masonry wall buildings: Basic procedures manual. [Washington, D.C.?]: The Agency, 1999.

Council, Applied Technology, Partnership for Response and Recovery, and United States. Federal Emergency Management Agency, eds. Evaluation of earthquake damaged concrete and masonry wall buildings: Basic procedures manual. [Washington, D.C.?]: The Agency, 1999.

Evaluation of earthquake damaged concrete and masonry wall buildings: Basic procedures manual. [Washington, D.C.?]: The Agency, 1999.