The development of a mathematical model to predict the flexural response of reinforced concrete beams to cyclic loads, using system identification/ by 294471 Stanton, John F., McNiven, Hugh D.

General applicability of a nonlinear model of a one story steel frame / by 294462 Sveinsson, Bjorn Ingi, McNiven, Hugh D., University of California. College of Engineering. Earthquake Engineering Research Center

Cyclic loading tests of masonry single piers : volume 4 additional tests with height to width ratio of 1/ by 294462 Sveinsson, Bjorn Ingi, Sucuoglu, Haluk, McNiven, Hugh D., University of California. College of Engineering. Earthquake Engineering Research Center

Linear models to predict the nonlinear seismic behavior of a one-story steel frame / by 294482 Valdimarsson, Helgi, McNiven, Hugh D., Shah, Arvind H., University of California. College of Engineering. Earthquake Engineering Research Center

Evaluation of seismic design provisions for masonry in the Unitd States/ by 294462 Sveinsson, Bjorn Ingi, Mayes, Ronald L., McNiven, Hugh D., University of California. College of Engineering. Earthquake Engineering Research Center