NEHRP Clearinghouse
displaying 1 - 9 results in total 9
Marshall, R. D.; Phan, L. T.; Celebi, M.
Measurement of Structural Response Characteristics of Full-Scale Buildings: Comparison of Results from Strong-Motion and Ambient Vibration Records.
Geological Survey, Menlo Park, CA. Branch of Engineering Seismology and Geology., October 1992, 87 p.
Identifying Number(s): NISTIR-4884
Keywords: Structural vibration; Loma Prieta Earthquake; Earthquake damage; Dynamic response; Data acquisition; Earthquake engineering; Buildings; Vibration damping; San Francisco (California); Soil-structure interactions; Displacement; Signal processing; Seismic effects; EarthquakesPhan, L. T.; Taylor, A. W.
State of the Art Report on Seismic Design Requirements for Nonstructural Building Components.
June 1996, 84 p.
Identifying Number(s): NISTIR-5857
Keywords: Sprinkler systems; Lighting equipment; Ceilings; Seismic design; Seismic effect; Damage assessment; Loads (Forces); United States; Earthquake damage; Dynamic response; Earthquake engineering; Requirements; Displacement; New Zealand; Japan; Building codes; Nonstructural componentsMarshall, R. D.; Phan, L. T.; Celebi, M.
Measurement of Structural Response Characteristics of Full-Scale Buildings: Selection of Structures.
February 1991, 26 p.
Identifying Number(s): NISTIR-4511
Keywords: Structural engineering; Measuring instruments; Structural vibration; Loma Prieta Earthquake; Seismic waves; Field tests; Dynamic response; Buildings; Earthquake engineering; Measurement; Earthquakes; Dynamic structural analysisPhan, L. T.; Hendrickson, E. M.; Marshall, R. D.
Measurement of Structural Response Characteristics of Full-Scale Buildings: Analytical Modeling of the San Bruno Commercial Office Building.
March 1992, 52 p.
Identifying Number(s): NISTIR-4782
Keywords: Structural vibration; Loma Prieta Earthquake; Seismic waves; Dynamic response; Buildings; Earthquake engineering; Earthquakes; Measurement; Vibration damping; Soil-structure interactions; Frequencies; Dynamic structural analysisPhan, L. T.; Todd, D. R.; Lew, H. S.
Strengthening Methodology for Lightly Reinforced Concrete Frames-I.
February 1993, 112 p.
Identifying Number(s): NISTIR-5128
Keywords: ; Reinforced concrete; Framed structures; Deformation; Mechanical hysteresis; Mathematical models; Walls; Dynamic response; Concrete structures; Earthquake engineering; Regression analysis; Stiffness; Design analysis; Loads (Forces); Reinforcement (Structures); Dynamic structural analysisPhan, L. T.; Todd, D. R.; Lew, H. S.
Strengthening Methodology for Lightly Reinforced Concrete Frames-II. Recommended Calculation Techniques for the Design of Infill Walls.
May 1994, 35 p.
Identifying Number(s): NISTIR-5421
Keywords: Reinforced concrete; Frames; Dynamic response; Concrete structures; Shear strength; Infilled walls; Earthquake engineering; Displacement; Loads (Forces); Reinforcement (Structures); Dynamic structural analysisPhan, L. T.; Cheok, G. S.; Todd, D. R.
Strengthening Methodology for Lightly Reinforced Concrete Frames: Recommended Design Guidelines for Strengthening with Infill Walls.
May 1995, 62 p.
Identifying Number(s): NISTIR-5682
Keywords: Reinforced concrete; Structural failure; Frames; Structural design; Dynamic response; Concrete structures; Earthquake engineering; Infilled walls; Shear strength; Design analysis; Displacement; Loads (Forces); Reinforcement (Structures); Design criteria; Structural analysisPhan, L. T.; Lew, H. S.; Johnson, M. K.
Literature Review of Strengthening Methodologies of Existing Structures.
June 1988, 132 p.
Identifying Number(s): NBSIR-88/3796
Keywords: Reinforced concrete; Beams (Supports); Columns (Supports); Construction joints; Buildings; Earthquake engineering; Strength; Case studies; Structural members; DuctilityPhan, L. T.
Seismic Instrumentation of Existing Buildings.
Public Buildings Service, Washington, DC. Office of Real Property Development., October 1990, 62 p.
Identifying Number(s): NISTIR-4419
Keywords: US GSA; Seismic design; Instruments; Computerized simulation; Earthquake engineering; Federal buildings; Portland (Oregon); Long Beach (California); Dynamic structural analysis