Abstract
In this paper, we report on the seismic response of an elevator-type High-Ri.se Mechanical Parking System (MPS) to be installed inside a high-rise building. First we show the analysis model that considers structural features because the MPS structure is supported by the building, and cannot stand alone. In addition to its beam-column joints, it has a pin structure, and the rigid floor assumption could not be satisfied. Secondly, we describe the results based on the coupled analysis of the high-rise buildings with MPS. and focused on the response of the palette upon which the vehicle rests.
| Original language | English |
|---|---|
| Pages (from-to) | 979-984 |
| Number of pages | 6 |
| Journal | AIJ Journal of Technology and Design |
| Volume | 21 |
| Issue number | 49 |
| DOIs | |
| Publication status | Published - Oct 2015 |
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All Science Journal Classification (ASJC) codes
- Architecture
- Building and Construction
Cite this
Modeling of the elevator-type high-rise mechanical parking system for analyzing seismic behaviors. / Tone, Hiroki; Sato, Toshiaki; Takamoto, Mikito; Kitamura, Haruyuki; Ogasawara, Kazuya; Ooshima, Takeshi.
In: AIJ Journal of Technology and Design, Vol. 21, No. 49, 10.2015, p. 979-984.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Modeling of the elevator-type high-rise mechanical parking system for analyzing seismic behaviors
AU - Tone, Hiroki
AU - Sato, Toshiaki
AU - Takamoto, Mikito
AU - Kitamura, Haruyuki
AU - Ogasawara, Kazuya
AU - Ooshima, Takeshi
PY - 2015/10
Y1 - 2015/10
N2 - In this paper, we report on the seismic response of an elevator-type High-Ri.se Mechanical Parking System (MPS) to be installed inside a high-rise building. First we show the analysis model that considers structural features because the MPS structure is supported by the building, and cannot stand alone. In addition to its beam-column joints, it has a pin structure, and the rigid floor assumption could not be satisfied. Secondly, we describe the results based on the coupled analysis of the high-rise buildings with MPS. and focused on the response of the palette upon which the vehicle rests.
AB - In this paper, we report on the seismic response of an elevator-type High-Ri.se Mechanical Parking System (MPS) to be installed inside a high-rise building. First we show the analysis model that considers structural features because the MPS structure is supported by the building, and cannot stand alone. In addition to its beam-column joints, it has a pin structure, and the rigid floor assumption could not be satisfied. Secondly, we describe the results based on the coupled analysis of the high-rise buildings with MPS. and focused on the response of the palette upon which the vehicle rests.
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UR - http://www.scopus.com/inward/citedby.url?scp=84948741998&partnerID=8YFLogxK
U2 - 10.3130/aijt.21.979
DO - 10.3130/aijt.21.979
M3 - Article
AN - SCOPUS:84948741998
VL - 21
SP - 979
EP - 984
JO - AIJ Journal of Technology and Design
JF - AIJ Journal of Technology and Design
SN - 1341-9463
IS - 49
ER -