scholarly journals ANALYSIS OF SPACE FRAME VIBRATION OF EARTHQUAKE RESPONSE OF BASE ISOLATED HIGH-RISE BUILDING, WITH FLEXURAL RIGIDITY OF EARTHQUAKE-RESISTANT WALLS AND FLOOR SLABS TAKEN INTO CONSIDERATION : A study on the effects of simultaneous action input from horizontal and vertical ground motion on earthquake response characteristics of base isolated high-rise building, Part 1

2007 ◽  
Vol 72 (620) ◽  
pp. 17-26 ◽  
Author(s):  
Yuichi IKEDA ◽  
Sumio NAGAHASHI
Keyword(s):  
Flexural Rigidity ◽  
Simultaneous Action ◽  
Earthquake Response ◽  
Response Characteristics ◽  
High Rise ◽  
High Rise Building ◽  
Vertical Ground Motion ◽  
Floor Slabs ◽  
Earthquake Resistant ◽  
Vertical Ground

scholarly journals RESPONSE CHARACTERISTICS TO WINDS AND WAVES ABOUT FLOATING STRUCTURE SUPPORTING HIGH RISE BUILDING

2018 ◽  
Vol 74 (2) ◽  
pp. I_958-I_963
Author(s):  
Masanobu HASEBE ◽  
Masaki TAKEUCHI ◽  
Shuhei ONO ◽  
Ikuo YOSHIDA ◽  
Kenji SHIMADA ◽  
...  
Keyword(s):  
Floating Structure ◽  
Response Characteristics ◽  
High Rise ◽  
High Rise Building

scholarly journals EVALUATION OF EARTHQUAKE RESPONSE OF HIGH-RISE BUILDING IN THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE

2012 ◽  
Vol 18 (40) ◽  
pp. 859-864
Author(s):  
Nozomu IKAWA ◽  
Toyomitsu FURUKI ◽  
Kazuhiro WATANABE ◽  
Takehiko TANUMA
Keyword(s):  
Pacific Coast ◽  
Tohoku Earthquake ◽  
Earthquake Response ◽  
High Rise ◽  
High Rise Building ◽  
The Pacific

Study of Dynamic Collapse of Single Layer Reticular Domes Subjected to Earthquake Motion and the Estimation of Statically Equivalent Seismic Forces

1997 ◽  
Vol 12 (3-4) ◽  
pp. 191-203 ◽  
Author(s):  
Shiro Kato ◽  
Takashi Ueki ◽  
Yoichi Mukaiyama
Keyword(s):  
Linear Response ◽  
Single Layer ◽  
Earthquake Response ◽  
Response Characteristics ◽  
High Rise ◽  
Earthquake Motion ◽  
Linear Buckling ◽  
Nonlinear Static ◽  
Dynamic Response Characteristics ◽  
Seismic Forces

The present paper investigates the dynamic response characteristics of single layer reticular domes subjected to horizontal earthquake motions from the following view points: (1) how to estimate the statically equivalent seismic forces applied to domes both for high rise and low rise; and (2) how to estimate the collapse accelerations under which the domes collapse dynamically. For these purposes, linear response analyses, linear buckling analyses, geometrically and materially nonlinear static analyses and geometrically and materially nonlinear earthquake response analyses are performed. Based on the results, the collapse accelerations are expressed as a function of the safety factor for domes under self weight. The expression for the collapse accelerations leads to an approximate measure by which structural designers may balance the static resistant capacity under self weight and the dynamic resistant capacity under earthquake motions.

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