書誌事項
- タイトル別名
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- STUDY ON SEISMIC RESPONSE CHARACTERISTICS OF TRANSMISSION STEEL TOWERS CONSIDERED WITH INTERACTION BETWEEN TOWERS AND OVERHEAD WIRES
- ソウデンヨウ テットウ ノ カショウセン テットウ レンセイケイ ジシン オウ
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抄録
It is well known that seismic response of a transmission steel, tower is affected by the reactions of the neighborly towers connected with overhead wires. We have applied the frequency response method as the seismic response analysis to investigate characteristics of towers connected with overhead wires. This method is effective to easily ex-amine the response characteristics affected by phase differences and-stiffness of the-neighbors. And also this method needs less calculation time, since we can execute the unit tower model which has the spring elements taken into consideration of the effects of overhead wires. Then, we find that the response regions can be restricted by the present analysis method, which is compared with the multi-mass-points model analysis. Under the general condition, we also limit the response reagion by using the simultaneous phase analysis. Consequently, based on results of the present analyses, we proposed the modefied aseismatic design method including the general idea of "story-moment".
収録刊行物
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- 日本建築学会構造系論文報告集
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日本建築学会構造系論文報告集 420 (0), 89-100, 1991
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680580137088
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- NII論文ID
- 110004088253
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- NII書誌ID
- AN10040177
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- ISSN
- 24330000
- 09108025
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- NDL書誌ID
- 3704122
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可