Earthquake Resistant Engineering Structures (Advances in Earthquake Engineering)

個数:

Earthquake Resistant Engineering Structures (Advances in Earthquake Engineering)

  • 在庫がございません。海外の書籍取次会社を通じて出版社等からお取り寄せいたします。
    通常6~9週間ほどで発送の見込みですが、商品によってはさらに時間がかかることもございます。
    重要ご説明事項
    1. 納期遅延や、ご入手不能となる場合がございます。
    2. 複数冊ご注文の場合、分割発送となる場合がございます。
    3. 美品のご指定は承りかねます。
  • 【入荷遅延について】
    世界情勢の影響により、海外からお取り寄せとなる洋書・洋古書の入荷が、表示している標準的な納期よりも遅延する場合がございます。
    おそれいりますが、あらかじめご了承くださいますようお願い申し上げます。
  • ◆画像の表紙や帯等は実物とは異なる場合があります。
  • ◆ウェブストアでの洋書販売価格は、弊社店舗等での販売価格とは異なります。
    また、洋書販売価格は、ご注文確定時点での日本円価格となります。
    ご注文確定後に、同じ洋書の販売価格が変動しても、それは反映されません。
  • 製本 Hardcover:ハードカバー版/ページ数 400 p.
  • 言語 ENG
  • 商品コード 9781853129841
  • DDC分類 624.1762

Full Description

Featuring the proceedings of the Fourth International Conference on Earthquake Resistant Engineering Structures (ERES), this book presents research relating to the protection of the built environment in earthquake prone regions of the world. This involves not only finding ways of determining the optimal design and construction of new facilities, but also upgrading or rehabilitating existing structures. The papers included come from scientists working in industry as well as in academic and research institutes around the world and are classified within the following sections: Earthquake Resistant Design; Bridges; Seismic Behaviour and Vulnerability Analysis; Seismic Isolation and Control; Monitoring and Testing; Passive and Active Control; and Ground Conditions and Site Effects.

Contents

Section 1 Earthquake resistant design: A 'new' multimode load pattern for pushover analysis: the effect of higher modes of vibration; Initial conceptual design of earthquake resistant r/c and masonry buildings according to Eurocode 8; Plastic energy dissipation and ductility of symmetric reinforced and over-reinforced RC elements' sections; Aseismic design by ground improvement for preventing damage of soil-pile foundation-super structure system; Inclusion of the vertical seismic acceleration in one-story buildings analysis; Analytical prediction for the capacity of old-new concrete interfaces. Section 2 Bridges : Shake table response of bridge columns; Seismic retrofit of reinforced concrete bridges; Experimental study on RC bridge pier model under cyclic bi-axial horizontal loadings; Seismic analysis of masonry bridges by a nonlinear 3D FEM. Section 3 Seismic behaviour and vulnerability analysis: Some problems in modelling a rigid-plastic cantilever beam subjected to impact loading; Seismic behavior of rectangular concrete beams with spirals near potential plastic hinges; Structural response to transverse impact loading. Some orders of magnitude; On the collapse of a masonry tower subjected to earthquake loadings; Seismic vulnerability of Iranian historical domes; Preliminary investigation of earthquake risk to Inca's architectural heritage. Section 4 Seismic isolation and control: Damage assessment of base-isolated building using subspace identification approach; Pushover analysis of masonry infilled steel frames with seismic infill wall isolator subframe (SIWIS) system; A high earthquake-proof spread foundation system for energy storage tanks; Effect of the foundation stiffness on the response of a seismically isolated tank under SSE conditions. Section 5 Monitoring and testing: Influence of input motion characteristics on dynamic soil- structure interaction by shaking table tests; Local damage assessment of a building using Support Vector Machine; Experimental investigations of modal properties of cracked reinforced concrete structures; Repair mortars for the Byzantine masonries restoration interventions providing earthquake protection. Section 6 Passive and active control : Online identification of a building with an active control device; Maximum response of structures with added viscous dampers subjected to base excitation using a modified response spectrum; Verification of damped cable system performance in the seismic rehabilitation of buildings. (part contents)