Near-Fault Ground Motion Effects on Simple Structures
Author:
Affiliation:
1. Members, ASCE
2. Assoc. Prof., Civ. and Envir. Engrg., Univ. of Washington, Seattle, WA 98195-2700.
3. Staff Engr., Swenson Say Fagét, 2124 3rd Ave, Seattle, WA 98121.
4. Prof., Civ. and Envir. Engrg., Univ. of Washington, Seattle, WA 98195-2700.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A9%28996%29
Reference30 articles.
1. Alavi B. and Krawinkler H. ( 1999). “Effect of near-fault ground motions on the response to frame structures.” Proc. ASCE Struct. Congr. ASCE Reston Va. 79–82.
2. Applied Technology Council (ATC). ( 1996). “Seismic evaluation and retrofit of concrete buildings.” ATC-40 Redwood City Calif.
3. Applied Technology Council (ATC). ( 1997). “Evaluation and repair of earthquake damaged concrete and masonry wall buildings.” Workshop Draft Redwood City Calif.
4. Berrill J. Priestley M. J. N. and Chapman H. ( 1980). “Design earthquake loading and ductility demand.” Bull. New Zealand Nat. Soc. for Earthquake Engrg. Upper Hutt New Zealand 13(3) 232–241.
5. Bertero V. V. Anderson J. C. and Sasani M. ( 1999). “Impulse EQGMs: A historical and critical review.” Proc. ASCE Struct. Congr. ASCE Reston Va. 91–94.
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