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000890225 019__ $$a1103810770$$a1105183047
000890225 020__ $$a9789811374463$$q(electronic book)
000890225 020__ $$a9811374465$$q(electronic book)
000890225 020__ $$z9789811374456
000890225 0247_ $$a10.1007/978-981-13-7446-3$$2doi
000890225 0247_ $$a10.1007/978-981-13-7
000890225 035__ $$aSP(OCoLC)on1100071364
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000890225 049__ $$aISEA
000890225 050_4 $$aTA654
000890225 08204 $$a624.1/71$$223
000890225 24500 $$aResilient structures and infrastructure /$$ceditors, Ehsan Noroozinejad Farsangi, Izuru Takewaki, Tony Y. Yang, Abolhassan Astaneh-Asl and Paolo Gardoni.
000890225 264_1 $$aSingapore :$$bSpringer,$$c[2019]
000890225 264_4 $$c©2019
000890225 300__ $$a1 online resource :$$billustrations
000890225 336__ $$atext$$btxt$$2rdacontent
000890225 337__ $$acomputer$$bc$$2rdamedia
000890225 338__ $$aonline resource$$bcr$$2rdacarrier
000890225 347__ $$atext file$$bPDF$$2rda
000890225 504__ $$aIncludes bibliographical references.
000890225 5050_ $$aIntro; Preface; Contents; Contributors; Resilience in Structures; Application of Steel Shear Walls Toward More Resilient Structures; 1 Introduction; 2 Steel Shear Wall Systems; 3 Advantages and Disadvantages of Steel Plate Shear Walls; 3.1 Advantages of Steel Plate Shear Walls; 3.2 Issues in Using Steel Shear Walls; 4 Examples of Constructed Steel Plate Shear Wall Buildings; 5 Actual Performance of Steel Shear Wall Buildings During Earthquakes; 5.1 The Sylmar County Hospital (Old Olive View Medical Center), 1994 Northridge Earthquake; 5.2 The 35-Story Office Building, 1995 Kobe Earthquake
000890225 5058_ $$a6 A Brief Summary of the Past Research7 Behavior of Typical Steel Plate Shear Walls; 8 Modeling Steel Shear Walls; 8.1 The Plate Girder Model and Design Procedure; 8.2 The Shell Elements Model; 8.3 The Strip Truss Modelling and Design; 8.4 The Diagonal Truss Model; 9 Design of Steel Shear Walls; 9.1 Design of the Infill Plate Using Plate Girder Equations; 9.2 Design of the Infill Plate Using the Strip Model; 9.3 Design of the Infill Plate Using Finite Element Model; 10 Material Used in Steel Shear Wall Systems; 11 Design of Members and Connections
000890225 5058_ $$a11.1 Infill Plate-to-Boundary Element Connection11.2 Splices in the Infill Plate; 11.3 Beam-to-Column Connections; 11.4 Column Splices; 11.5 Collectors Connections; 11.6 Column Base Connections; 11.7 The Connection of Infill Plate to the Foundation; 12 Construction Considerations; 13 Recent New Developments; 13.1 Coupled Bays and CFT Columns; 13.2 The High-Performance Steel Plate Shear Wall (Qian and Astaneh-Asl 2017); 13.3 Buckling Restrained Steel Shear Walls; 13.4 Steel Slit Panel-Frame Shear Walls; 13.5 Perforated Steel Shear Walls; 14 Summary; References
000890225 5058_ $$aResilience of the Built Environment: A Methodology to Estimate the Downtime of Building Structures Using Fuzzy Logic1 Introduction; 2 Fuzzy Logic; 2.1 Fuzzification; 2.2 Fuzzy Rules; 2.3 Fuzzy Inference System (FIS); 2.4 Defuzzification; 3 Methodology to Quantify the Downtime and Seismic Resilience; 3.1 Damage Estimation; 4 Downtime Due to Repairs; 4.1 State of Components; 4.2 Number of Workers; 5 Downtime Due to Delays; 5.1 Financing; 5.2 Post-earthquake Inspection; 5.3 Engineer Mobilization; 5.4 Contractor Mobilization; 5.5 Permitting; 6 Downtime Due to Utilities Disruption; 6.1 Electricity
000890225 5058_ $$a6.2 Natural Gas6.3 Water; 7 Illustrative Example; 7.1 The Northridge Earthquake Scenario; 7.2 Damage Estimation; 7.3 Downtime Due to Repairs; 7.4 Downtime Due to Delays; 7.5 Downtime Due to Utilities Disruption; 7.6 Total Repair Time; 7.7 Seismic Resilience Estimation; 8 Summary and Remarks; References; Resilient Design of Buildings with Hysteretic Energy Dissipation Devices as Seismic Fuses; 1 Introduction; 2 Seismic Fuse Concept; 2.1 Pioneering Research and Applications; 2.2 Proposed Resilient-Based Design Methods; 3 Code-Oriented Resilient Design Method
000890225 506__ $$aAccess limited to authorized users.
000890225 588__ $$aOnline resource ; title from PDF title page (viewed May 7, 2019).
000890225 650_0 $$aLoads (Mechanics)
000890225 650_0 $$aStructural dynamics.
000890225 7001_ $$aFarsangi, Ehsan Noroozinejad,$$eeditor.
000890225 7001_ $$aTakewaki, Izuru,$$eeditor.
000890225 7001_ $$aYang, Tony Y.,$$eeditor.
000890225 7001_ $$aAstaneh-Asl, Abolhassan,$$eeditor.
000890225 7001_ $$aGardoni, Paolo,$$eeditor.
000890225 77608 $$iPrint version: $$z9789811374456
000890225 852__ $$bebk
000890225 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-981-13-7446-3$$zOnline Access$$91397441.1
000890225 909CO $$ooai:library.usi.edu:890225$$pGLOBAL_SET
000890225 980__ $$aEBOOK
000890225 980__ $$aBIB
000890225 982__ $$aEbook
000890225 983__ $$aOnline
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