Read e-book online Design of Concrete Buildings for Earthquake & Wind Forces PDF

By David A. Fanella, Javeed A. Munshi

ISBN-10: 0893121959

ISBN-13: 9780893121952

From the Preface: "...Special emphasis is given to the detailing necessities for numerous structural componenets in areas of low, reasonable, and excessive seismic threat. The particular layout of 3 strengthened concrete structures in excessive seismic zones using many of the structural structures well-known within the 1997 UBC is illustrated. All 3 constructions are analyzed and designed for the mixed results of gravity, seismic, and wind loads...."

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Additional info for Design of Concrete Buildings for Earthquake & Wind Forces According to the 1997 Uniform Building Code

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This is the same as the 1% extreme wind speed in ASHRAE Handbook—Fundamentals (2009). 2 m/s) for only 1% of the year. S. Some readers may notice that the design wind speed for smoke control systems is much lower than that for structures. This is because smoke control systems need to withstand the wind for the relatively short duration of system operation, but structures need to withstand the wind over the entire life of the structure. 2 list winter design temperatures. 6% annual cumulative frequency of occurrence.

And 136 are in Canada. These stations include all North American cities and towns in of Thevenard’s study that have populations of 10,000 or more plus locations of special interest, such as resorts. 1, see the CD-ROM that accompanies the 2009 ASHRAE Handbook—Fundamentals. 2 are the commonly used names of the locations and not the World Meteorological Organization (WMO) station identifiers. The WMO station identifiers are: (1) all capital letters, (2) of inconsistent format, and (3) do not always correspond to current station names.

A spread sheet program was used to evaluate a version of the equation with coefficients rounded to two places. 8 ft, 8 ft < H < 18 ft. It was found that ε is independent of Qc, but it depends on the other variables. 9%. On inspection, the last coefficient in the equation appears to have the most impact on the predicted results. The spread sheet data was modified so that this last coefficient was to three places and the others unchanged. 8%. Because these errors are less than the predetermined limit of 1%, the coefficients are acceptable.

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Design of Concrete Buildings for Earthquake & Wind Forces According to the 1997 Uniform Building Code by David A. Fanella, Javeed A. Munshi


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