Prepared by: Dr. Jennifer E. Tanner, University of Wyoming, and Dr. Richard E. Klingner, University of Texas at Austin.
These masonry course notes were developed for use in semester-long, undergraduate or a graduate course in masonry as part of a civil engineering or architectural engineering curriculum. Selected parts of the notes can also be used in architecture or construction courses. They comprise 25 lectures (plus a list of references), each intended for presentation in about 75 minutes. These Course Notes reference the 2013 TMS 402/602.
Lectures #1-2: History of masonry presentation* and description
Lectures #3-7: Masonry materials, units, mortar, grout and components
Lecture #8: Basic structural behavior and design of low-rise buildings
Lecture #9: Design of masonry requiring little structural calculation
Lectures #10 and #11: Acoustical, thermal, and fire performance and design of masonry
Lecture #12: Masonry construction and cost estimating
Lecture #13: Building codes; gravity, wind and earthquake loads by ASCE 7-10
Lecture #14: Introduction to TMS 402-13 treatment of structural design
Lecture #15: Strength design of panel walls
Lecture #16: Strength design of unreinforced bearing walls
Lecture #17: Strength design of unreinforced shear walls
Lecture #18: Strength design of beams, lintels, and curtain walls
Lecture #19: Strength design of reinforced bearing walls
Lectures #20: Strength design of reinforced shear walls
Lecture #21: Lateral-load analysis of shear-wall structures
Lecture #22: Design and detailing of floor and roof diaphragms
Lecture #23: Comparison of design using the ASD and SD approach
Lecture #24: Design of low-rise masonry structure for gravity and wind load
Lecture #25: Design of four-story masonry structure for gravity and seismic load
Lecture #26: References
Document identifier
TMS 5003-16
Title
Masonry Course Notes, 2016 Edition (Based on the 2013 TMS 402/602)
Publication date
2016-11-01
International Relationship
History of version
TMS 5003-16 * TMS 5003-10 * TMS 5003-08
Price |
40 vnd |