Thesis (M.Phil.)--Hong Kong University of Science and Technology, 2006. / Includes bibliographical references (leaves 126-133). Also available in electronic version.

Thesis (Ph. D.)--University of Hong Kong, 2009. / Includes bibliographical references (p. 237-242). Also available in print.

Thesis (M.Eng.)--University of Louisville, 2009. / Title and description from thesis home page (viewed February 5, 2010). Department of Civil and Environmental Engineering. Vita. "August 2009." Includes bibliographical references (p. 113-115).

Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2003. / Includes bibliographical references (leaves 106-109). Also available in electronic version. Access restricted to campus users.

Not available / text

published_or_final_version / abstract / toc / Civil Engineering / Doctoral / Doctor of Philosophy

published_or_final_version / Civil Engineering / Master / Master of Philosophy

published_or_final_version / Civil Engineering / Master / Master of Philosophy

No description available.

A non-linear finite element computer program capable of predicting the complete response of two-dimensional reinforced concrete members was developed. This tool which accounts for the stress strain characteristics of cracked concrete was used to predict the responses of a number of members containing discontinuities. These members included corbels, dapped end beams, beams with web holes, and deep beams. The results of tests performed by the author as well as tests performed by other researchers were compared with the non-linear predictions. In addition, simple strut and tie models suitable for designing regions near discontinuities were developed. The predictions obtained by these models were compared with the non-linear finite element predictions and with the test results.