NEHRP Clearinghouse

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displaying 1 - 10 results in total 12

• Scrivener, J. C.
  Summary of Findings of Cyclic Shear Tests on Masonry Piers.
  National Science Foundation, Washington, DC., June 1986, 12 p.
  Identifying Number(s): REPT-3.1(A)-1
  Keywords: ; Shear tests; Dynamic structural analysis; Reinforcement (Structures); Masonry; Mechanical properties; Test facilities; Displacement; Piers; Mechanical tests; Concrete blocks; Bricks

• Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings: Technical Resources.
  Federal Emergency Management Agency, Washington, DC., May 1999, 274 p.
  Keywords: Damage; Buildings; Masonry; Earthquakes; Evaluation; Reinforced concrete; Walls; Stability; Safety; Technical resources; Concrete blocks; Infilled frames

• Sveinsson, B. I.; McNiven, H. D.; Sucuoglu, H.
  Cyclic Loading Tests of Masonry Single Piers. Volume 4. Addditional Tests with Height to Width Ratio of 1.
  National Science Foundation, Washington, DC., December 1985, 167 p.
  Identifying Number(s): UCB/EERC-85/15
  Keywords: Shear tests; Bricks; Buildings; Supports; Earthquake engineering; Masonry; Piers; Concrete blocks; Cyclic loads; Dynamic structural analysis

• Repair of Earthquake Damaged Concrete and Masonry Wall Buildings.
  Federal Emergency Management Agency, Washington, DC., May 1999, 71 p.
  Identifying Number(s): FEMA-308
  Keywords: ; Damage; Performance evaluation; Buildings; Repair; Specifications; Masonry; Earthquakes; Walls; Concrete blocks; Design; Procedures

• Omote, Y.; Mayes, R. L.; Chen, S. W. J.; Clough, R. W.
  A Literature Survey - Transverse Strength of Masonry Walls.
  Department of Housing and Urban Development, Washington, D.C., March 1977, 148 p.
  Identifying Number(s): UCB/EERC-77/07
  Keywords: Earthquake engineering; Earthquake resistant structures; Masonry; Transverse strength; Structural design; Lateral pressure; Walls; Brick construction; Concrete blocks

• Mosalam, K. M.; White, R. N.; Gergely, P.
  Computational Strategies for Frames with Infill Walls: Discrete and Smeared Crack Analyses and Seismic Fragility.
  National Science Foundation, Arlington, VA., December 31, 1997, 188 p.
  Identifying Number(s): NCEER-97-0021
  Keywords: ; Buildings; Earthquake engineering; Cracking (Fracturing); Masonry; Seismic design; Finite element analysis; Walls; Mathematical models; Concrete blocks

• Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Basic Procedures Manual.
  Federal Emergency Management Agency, Washington, DC., January 1998, 270 p.
  Keywords: ; Damage; Buildings; Masonry; Earthquakes; Evaluation; Walls; Stability; Safety; Concrete blocks; Procedures manual

• Merryman, K. M.; Leiva, G.; Antrobus, N.; Klingner, R. E.
  In-Plane Seismic Resistance of Two-Story Concrete Masonry Coupled Shear Walls.
  National Science Foundation, Washington, DC., May 1990, 190 p.
  Identifying Number(s): REPT-3.1(C)-1
  Keywords: ; Floors; Performance evaluation; Grout; Reinforcing steels; Masonry; Test methods; Roofs; Earthquake resistance buildings; Joints (Junctions); Walls; Diagrams; Photographs; Design criteria; Construction; Precast concrete; Concrete blocks; Deformation; Shear stress; Reinforced concretes; Compressive strength

• Button, M. R.; Mayes, R. L.
  Out-of-Plane Seismic Response of Reinforced Masonry Walls: Correlation of Full-Scale Test and Analytical Model Results.
  National Science Foundation, Washington, DC., March 1991, 72 p.
  Identifying Number(s): REPT-2.4(B)-1
  Keywords: Bricks; Reinforcement; Compression tests; Tests; Earthquake engineering; Masonry; Seismic design; UJNR (U.S. - Japan Natural Resources Development Program); Walls; Concrete blocks; Dynamic structural analysis

• Shing, P. B.; Noland, J. L.; Spaeh, H. P.; Klamerus, E. W.; Schuller, M. P.
  Response of Single-Story Reinforced Masonry Shear Walls to in-Plane Lateral Loads.
  National Science Foundation, Washington, DC., January 1991, 150 p.
  Identifying Number(s): REPT-3.1(A)-2
  Keywords: Compression tests; Tests; Lateral loads; Earthquake engineering; Masonry; Seismic design; Lateral pressure; Concrete blocks; TCCMAR (Technical Coordinating Committee on Masonry Research); Bricks

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