当社グループは 3,000 以上の世界的なカンファレンスシリーズ 米国、ヨーロッパ、世界中で毎年イベントが開催されます。 1,000 のより科学的な学会からの支援を受けたアジア および 700 以上の オープン アクセスを発行ジャーナルには 50,000 人以上の著名人が掲載されており、科学者が編集委員として名高い

オープンアクセスジャーナルはより多くの読者と引用を獲得
700 ジャーナル 15,000,000 人の読者 各ジャーナルは 25,000 人以上の読者を獲得

インデックス付き
  • 索引コペルニクス
  • Google スカラー
  • シェルパ・ロミオ
  • Jゲートを開く
  • Genamics JournalSeek
  • アカデミックキー
  • 電子ジャーナルライブラリ
  • レフシーク
  • ハムダード大学
  • エブスコ アリゾナ州
  • OCLC-WorldCat
  • SWBオンラインカタログ
  • 仮想生物学図書館 (vifabio)
  • パブロン
  • ユーロパブ
このページをシェアする

抽象的な

Specific Architectural and Structural Design of an Earthquake Disaster Management Multi-Purpose Complex

Mahmood Hosseini, Vahid Ghobadian and Reza Alizadeh

Iran is one of the most seismic countries in the world, a lot of earthquakes occur in Iran every year. Some actions and researches have been done about Earthquake Disaster Risk Management field since 1990 after large earthquake of Manjil-Rudbar in Iran. One of the main subjects of Earthquake Disaster Risk Management is Community base Disaster risk Management (CBDRM). This paper presents the idea of Earthquake Disaster Management Multipurpose Complex (EDMMC) with self-help neighborhood approach that has been proposed for making CBDRM feasible in each neighborhood of a large city like Tehran, The case study is Youssef Abad-region6-Tehran. Furthermore, in structural Design, the seismic behavior of Earthquake Disaster Management Multipurpose Complex (EDMMC) was evaluated using dynamic nonlinear analysis. In total, three different structures (the building of a training complex with a typical foundation (M1 ), the steel building of the training complex with a LRB base-isolator (M2 ), and the steel building of the training complex with rocking structural systems (M3 )) were studied applying three earthquakes of Northridge, Kobe, and Chi-Chi. Several seismic parameters were also evaluated including time history of displacement (displacementtime), time history of base shear (force-time), and the hysteresis diagram (force-displacement). The results indicate the appropriate function of the selected M2 and M3 model in controlling and decreasing the seismic responses of the structure.