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> Search Results: Ishihara, T.
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The Institute of Theoretical and Applied Mechanics
10
records found
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
SEISMIC ENERGY RESPONSE OF TEN-STORY STEEL ROCKING FRAMES WITH COLUMN MID-HEIGHT UPLIFT AT FIRST STORY
Midorikawa, Mitsumasa
;
Azuhata, Tatsuya
Lessons learned from past earthquake damage suggest the potential benefit of rocking systems that reduce earthquake damage. This paper evaluates a structural system that [...]
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2.
Original version of the author's contribution as presented on CD, section: .:
PDF
INFLUENCE OF FLOATER RESPONSE ON WIND TURBINE TOWER MOMENTS IN FLOATING WIND TURBINE SYSTEM
Waris, Muhammad Bilal
;
Ishihara, Takeshi
The study uses finite element modeling to discuss the effect of floater response on tower moments in a floating offshore wind turbine system. A semi-submersible floating [...]
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3.
Original version of the author's contribution as presented on CD, section: [MS30] Dynamics and Seismic Response of Rocking and Self-centering Structures .:
PDF
A SIMPLIFIED PREDICTION METHOD FOR SEISMIC RESPONSES OF BUILDING FRAME STRUCTURES ALLOWED TO UPLIFT
Azuhata, Tatsuya
;
Ishihara, Tadashi
Previous studies cleared that rocking behaviors can reduce seismic damages of some buildings. Based on this knowledge, some rocking structural systems which are allowed t [...]
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4.
Original version of the author's contribution as presented on USB, paper 2986.:
PDF
Seismic Energy Response of Multi-Story Steel Rocking Frames Allowing Column Mid-Height At the First Story
Kotani, Naoto
;
Midorikawa, Mitsumasa
Observations from past earthquakes suggest that some buildings survived severe ground motion because of accidental uplift at their foundation. Such notion has motivated t [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: S17-03-006.:
PDF
Seismic Response of Six-Story Eccentrically Braced Steel Frames with Columns Partially Allowed to Uplift
Midorikawa, Mitsumasa
;
Ishihara, Tadashi
Previous studies have suggested that rocking vibration accompanied with uplift motion might reduce the seismic damage of buildings subjected to strong earthquake motions. [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0116.:
PDF
Modal Anlysis of Uplifting Behavior of Buildings Modeled as Uniform Shear-Beam
Ishihara, T.
;
Azuhata, T.
It has been pointed out that buildings during strong earthquakes have been subjected to foundation uplift. The rocking motion accompanied by uplift can reduce the damage [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0156.:
PDF
Earthquake Damage Reduction of Buildings by Self-Centering Systems Using Rocking Mechanism
Azuhata, T.
;
Ishihara, T.
Currently lots of buildings are required to be functional or recovered promptly even after sever earthquakes. To make them meet this requirement, we propose a self-center [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 4635.:
PDF
Modal Analysis of Dynamic Behavior of Buildings Allowed to Uplift at Mid-story
Ishihara, Tadashi
;
Midorikawa, Mitsumasa
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9.
Original version of the author's contribution as presented on CD, paper No. 1960.:
PDF
Multi-dimensional Earthquake Response of Self-Centering Building Structural System Using Uplift Mechanism
Azuhata, Tatsuya
;
Midorikawa, Mitsumasa
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10.
Original version of the author's contribution as presented on CD, paper No. 1364.:
PDF
Evaluation of Lateral and Buoyant Forces on Reinforced Concrete Buildings By the Tsunami of the 2011 East Japan Earthquake
Kabeyasawa, Toshikazu
;
Tani, Masanori
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7
Ishihara, Tadashi
1
Ishihara, Takeshi
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