Phan, 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: Instruments; Portland (Oregon); Earthquake engineering; Seismic design; Long Beach (California); US GSA; Federal buildings; Computerized simulation; Dynamic structural analysis
Phan, 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: Dynamic response; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Frames; Reinforced concrete; Infilled walls; Displacement; Concrete structures; Shear strength; Dynamic structural analysis
Phan, 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: Buildings; Earthquake engineering; Beams (Supports); Case studies; Reinforced concrete; Structural members; Strength; Columns (Supports); Construction joints; Ductility
Phan, 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: Earthquake damage; Dynamic response; Lighting equipment; Building codes; Damage assessment; Earthquake engineering; Seismic effect; Loads (Forces); Ceilings; Seismic design; Requirements; Displacement; Nonstructural components; Japan; Sprinkler systems; United States; New Zealand
Phan, 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: Dynamic response; Seismic waves; Buildings; Earthquake engineering; Frequencies; Structural vibration; Measurement; Earthquakes; Soil-structure interactions; Vibration damping; Loma Prieta Earthquake; Dynamic structural analysis
Phan, 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: ; Dynamic response; Regression analysis; Design analysis; Reinforcement (Structures); Earthquake engineering; Mechanical hysteresis; Loads (Forces); Reinforced concrete; Walls; Stiffness; Concrete structures; Mathematical models; Deformation; Framed structures; Dynamic structural analysis
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: Dynamic response; Earthquake damage; Signal processing; Buildings; Earthquake engineering; Data acquisition; San Francisco (California); Structural vibration; Earthquakes; Soil-structure interactions; Vibration damping; Loma Prieta Earthquake; Seismic effects; Displacement
Marshall, 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: Dynamic response; Field tests; Measuring instruments; Buildings; Seismic waves; Earthquake engineering; Structural vibration; Measurement; Earthquakes; Structural engineering; Loma Prieta Earthquake; Dynamic structural analysis
Phan, 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: Dynamic response; Design analysis; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Structural design; Frames; Reinforced concrete; Structural failure; Infilled walls; Displacement; Design criteria; Concrete structures; Structural analysis; Shear strength