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Untitled
The Institute of Theoretical and Applied Mechanics
8
records found
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1.
Original version of the author's contribution as presented on USB, paper 4721.:
PDF
Structural Performance of Weld Joints With Lack-Of-Fusion Defect At 35 Degrees Groove Face
Thamer, Almunyif
;
Hattori, Kazunori
The characteristics of a welding joint greatly influence seismic performance in steel structure buildings. Welding defects are well known to reduce the strength capacity [...]
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2.
Original version of the author's contribution as presented on USB, paper 4732.:
PDF
Evaluation of Existing Building Dynamic Characteristics Based on Micro-Tremor Measurements and Strong Motion Observations
Kita, Kenji
;
Kobayashi, Yusuke
In Japan, huge earthquakes such as the Tokyo inland earthquake and the Tokai-Tonankai-Nankai earthquake are predicted to occur in the near future. For earthquake-induced [...]
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3.
Original version of the author's contribution as presented on USB, paper 3601.:
PDF
Seismic Performance of Cold-Formed Square-Hollow-Section Steel Column To Through-Diaphragm Welding Connection Using a 25 Degrees Narrow Groove
Nakagomi, Tadao
;
Hattori, Kazunori
The welding groove angle and is an important factor that affects the weld quality when welding steel members. Currently, a welding groove angle of 35° is normally used b [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0097.:
PDF
Response Control Effect of Coupled Vibration Control Structures Using Hysteresis Damper under Ground Motion
Tahara, K.
;
Minami, S.
"Coupled vibration control structures" is a method for reducing earthquake responses by connecting buildings with different periods using dampers. In this paper, two sing [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0102.:
PDF
Study on Conditions for Preventing Progressive Collapse in Multistory Steel Frames
Minami, S.
;
Yamazaki, S.
There are two possible cases of behaviors of multistory frames after the vertical collapse of one story, where the collapse occurs due to an event such as a fire, an exp [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0101.:
PDF
Energy Absorption Capacity of Steel Beams Subjected to Cyclic Bending Moment
Haneda, K.
;
Minami, S.
When buildings are subjected to long-period ground motions, the number of cycles of overloading can be of several orders, leading to the formation of plastic zones. The e [...]
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7.
Original version of the author's contribution as presented on CD, paper No. 0478.:
PDF
Seismic Reinforcement of Existing Japanese Wooden Houses Using External Galvanized Thin Steel Plates
Ito, Kazuhiro
;
Minami, Susumu
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8.
Original version of the author's contribution as presented on CD, paper No. 0485.:
PDF
Seismic Behavior of Existing Wall-type Precast Reinforced Concrete Residential Buildings with New Openings
Takagi, Jiro
;
Kitayama, Kazuhiro
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5
Minami, Susumu
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