The theory of the flexure and strength of a rectangular flat plates applied to reinforced concrete floor slabs.

Mode of access: Internet.

Cyclopedia of civil engineering; a general reference work on surveying, highway construction, railroad engineering, earthwork, steel construction, specifications, contracts, bridge engineering, masonry and reinforced concrete, municipal engineering, hydraulic engineering, river and harbor improvement, irrigation engineering, cost analysis, etc.,

Other editions have been published by the American school of correspondence, Chicago.

Analysis of reinforced concrete beams subjected to fire /

Includes bibliographical references (p. 41).

Time-to-corrosion of reinforcing steel in concrete slabs.

Bibliography: p. 15.

Reliability basis of load and resistance factors for reinforced concrete design /

Includes bibliographical references (p. 65-68).

Experimental study of frame-wall interaction in reinforced concrete structures subjected to strong earthquake motions /

Mode of access: Internet.

Simple and complex models for nonlinear seismic response of reinforced concrete structures /

Mode of access: Internet.

An experimental study of a reinforced concrete two-way floor slab /

Mode of access: Internet.

Design and construction of continously reinforced concrete airport pavements : final report /

Final report; August 1977.

Building code : Title X : reinforced concrete construction : revised December 13, 1911.

Mode of access: Internet.

Analytical modeling of driver response in crash avoidance maneuvering. Volume IV: user's guide for linear analysis, nonlinear simulation, part task simulation. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Design of continuously reinforced concrete pavements using glass fiber reinforced polymer rebars /

"October 2005."

Building code requirements for reinforced concrete (ACI 318-63) /

Cover title.

Analysis of rigid frame concrete bridges [without higher mathematics.

Mode of access: Internet.

Round-robin pretest analyses of a 1:6-scale reinforced concrete containment model subject to static internal pressurization /

"SAND87-0891, R1 and RD."