scholarly journals A STUDY ON THE EARTHQUAKE RESPONSE CHARACTERISTICS OF WOODEN-FRAMED HOUSE MODELS WITH ECCENTRIC SHEAR WALL

2002 ◽  
Vol 67 (562) ◽  
pp. 75-82 ◽  
Author(s):  
Akira YAMADA ◽  
Sanshiro SUZUKI ◽  
Koichiro ASANO
Keyword(s):  
Shear Wall ◽  
Earthquake Response ◽  
Response Characteristics

Effect of shear wall location in rigid frame on earthquake response of roof structure

2001 ◽  
Vol 11 (6) ◽  
pp. 605-616
Author(s):  
Koichiro Ishikawa ◽  
Yoshizo Kawasaki ◽  
Kengo Tagawa
Keyword(s):  
Shear Wall ◽  
Earthquake Response ◽  
Roof Structure ◽  
Rigid Frame

scholarly journals EARTHQUAKE RESPONSE CHARACTERISTICS OF AN EXISTING R/C BUILDING RETROFITTED WITH FRICTION DAMPERS

2008 ◽  
Vol 73 (628) ◽  
pp. 947-955 ◽  
Author(s):  
Hajime YOKOUCHI ◽  
Keiji KITAJIMA ◽  
Mitsukazu NAKANISHI ◽  
Hiromi ADACHI ◽  
Hiroyuki AOYAMA
Keyword(s):  
Earthquake Response ◽  
Friction Dampers ◽  
Response Characteristics

scholarly journals Seismic Response and Analysis of RCC Block Shear Wall in Assymetric Building Using ETABS

2018 ◽  
Vol 7 (3.10) ◽  
pp. 98
Author(s):  
T Subramani ◽  
D Ananthi
Keyword(s):  
Dynamic Loading ◽  
Shear Wall ◽  
Structural Deformation ◽  
Response Characteristics ◽  
Block Shear ◽  
Seismic Force ◽  
Inelastic Reaction ◽  
The Look ◽  
The Individual ◽  
The Impact

Shear wall is the structural member which with stand the horizontal or lateral forces. The structures are subjected to dynamic loading which have an effect on in general. Our proposed plan is to save you the structural deformation because of dynamic loading. While partitions are situated in tremendous positions in a constructing, they may be very efficient in resisting lateral masses originating from wind or earthquakes. This paper provides designated analyses of experimental and analytical has accomplished end result has generated. Our undertaking focuses on reading the impact of twist, as a system-stage impact, on the displacement and strength demands of the building’s separate seismic force resisting system (SFRS) wall components. The look at evaluates the individual wall contributions to the overall building response characteristics within both the elastic and the inelastic reaction phases.  

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