NEHRP Clearinghouse
displaying 1 - 10 results in total 16
McNiven, H. D.; Matzen, V. C.
Identification of the Energy Absorption Characteristics of an Earthquake Resistant Structure: Description of the Identification Method.
National Science Foundation, Washington, DC. Applied Science and Research Applications., January 1976, 13 p.
Keywords: Energy absorption; Earthquake resistant structures; Mathematical models; Earth movements; Dynamic response; Ground motion; Earthquake engineering; Differential equations; Nonlinear systems; EarthquakesMatzen, V. C.; McNiven, H. D.
Identification of the Energy Absorption Characteristics of an Earthquake Resistant Structure: Identification of Parameters from Shaking Table Experiments.
National Science Foundation, Washington, DC. Applied Science and Research Applications., January 1976, 16 p.
Keywords: Energy absorption; Earthquake resistant structures; Mathematical analysis; Shaker tables; Seismic waves; Earthquake engineering; Earthquakes; Dynamic structural analysisStanton, J. F.; McNiven, H. D.
The Development of a Mathematical Model to Predict the Flexural Response of Reinforced Concrete Beams to Cyclic Loads, Using System Identification.
National Science Foundation, Washington, DC., January 1979, 210 p.
Identifying Number(s): UCB/EERC-79/02
Keywords: Stress strain diagrams; Reinforced concrete; Beams (Supports); Algorithms; Mathematical models; Earthquake engineering; Computer programming; Stress analysis; Cyclic loads; Earthquakes; Dynamic structural analysisHidalgo, P. A.; Mayes, R. L.; McNiven, H. D.; Clough, R. W.
Cyclic Loading Tests of Masonry Single Piers. Volume 1: Height to Width Ratio of 2.
National Science Foundation, Washington, DC., November 1978, 142 p.
Identifying Number(s): UCB/EERC-78/27
Keywords: Masonry; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysisChen, S. W. J.; Hidalgo, P. A.; Mayes, R. L.; Clough, R. W.; McNiven, H. D.
Cyclic Loading Tests of Masonry Single Piers. Volume 2: Height to Width Ratio of 1.
National Science Foundation, Washington, DC., December 1978, 188 p.
Identifying Number(s): UCB/EERC-78/28
Keywords: Masonry; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysisKaya, I.; McNiven, H. D.
Investigation of the Elastic Characteristics of a Three Story Steel Frame Using System Identification.
National Science Foundation, Washington, DC. Applied Science and Research Applications., November 1978, 117 p.
Identifying Number(s): UCB/EERC-78/24
Keywords: Framed structures; Stiffness methods; Mathematical models; Dynamic response; Buildings; Earthquake engineering; Systems identification; Ground motion; Computer programming; Dynamic structural analysisMengi, Y.; McNiven, H. D.
A Mathematical Model of Masonry for Predicting its Linear Seismic Response Characteristics.
National Science Foundation, Washington, DC.; North Atlantic Treaty Organization., February 1979, 115 p.
Identifying Number(s): UCB/EERC-79/04
Keywords: Masonry; Seismic waves; Mathematical models; Laminates; Dynamic response; Earthquake engineering; Wave propagation; Composite materials; EarthquakesHidalgo, P. A.; Mayes, R. L.; McNiven, H. D.; Clough, R. W.
Cyclic Loading Tests of Masonry Single Piers. Volume 3. Height to Width Ratio of 0.5.
National Science Foundation, Washington, DC., May 1979, 154 p.
Identifying Number(s): UCB/EERC-79/12
Keywords: Masonry; Seismic design; Supports; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysisKaya, I.; McNiven, H. D.
Investigation of the Nonlinear Characteristics of a Three Story Steel Frame Using System Identification.
National Science Foundation, Washington, DC., December 1978, 97 p.
Identifying Number(s): UCB/EERC-78/25
Keywords: Nonlinear analysis; Seismic design; Steel construction; Earthquake resistant structures; Mechanical hysteresis; Mathematical models; Frames; Dynamic response; Buildings; Earthquake engineering; Systems identification; Computer programmingSveinsson, B. I.; McNiven, H. D.
General Applicability of a Nonlinear Model of a One Story Steel Frame.
National Science Foundation, Washington, DC., May 1980, 116 p.
Identifying Number(s): UCB/EERC-80/10
Keywords: Framed structures; Mathematical models; Dynamic response; Buildings; Earthquake engineering; Nonlinear systems; Earthquakes