I.s. codes on earthquake resistant building design, Civil Engineering

I.S. CODES ON EARTHQUAKE RESISTANT BUILDING DESIGN

Bureau of Indian Standard has divided the country into five zones depending upon the severity of earthquake after observing Indian earthquakes for several years. IS 1893-1984 shows the various zones. Following IS codes will be of great significance for the design engineers:

IS 1893-2002: Criteria for Earthquake Resistant Design of Structures (5th revision).

IS 4928-1993: Code of practice for Earthquake Resistant Design & Construction of Buildings. (2nd revision)

IS 13827-1992: Guidelines for Improving Earthquake Resistance of Low Strength Masonry Building

IS: 13920-1997: for Ductile Detailing of Reinforced Concrete Structures Code of practice Subjected to Seismic Forces.

IS: 13935-1993: Guidelines for Repair and Seismic Strengthening of Buildings.

Posted Date: 10/22/2012 6:28:02 AM | Location : United States







Related Discussions:- I.s. codes on earthquake resistant building design, Assignment Help, Ask Question on I.s. codes on earthquake resistant building design, Get Answer, Expert's Help, I.s. codes on earthquake resistant building design Discussions

Write discussion on I.s. codes on earthquake resistant building design
Your posts are moderated
Related Questions

Cement is usually purchased as a powdery substance that is mixed with sand, aggregate, gravel, and water to form concrete. As the cement itself is usually a powder, it is hard to c

Multi Speed Restriction (i.e. existence of two or more than two speed restrictions in continuation) When work of deep screening or sleeper renewal is in progress, there is situ

state and prove Heisenberg uncertainity principle?

Define Alum (aluminum sulfate) Caogulation Purchased as dry or liquid alum { Al 2 (SO 4 ) 3 ,14 H 2 O}, MW 594 (other formulas with varying number of water molecules also u

please discuss about trenches

closed traverse maths problems at list 5 station

define distribution factor and shape factor

Q. Optimum binder content in bituminous pavement? Amount of binder to be added to a bituminous mixture can't be too excessive or too little. Principle of designing the optimum

what are the characteristics of the beam to column connection?