Author: California. Department of Transportation
Publisher:
ISBN:
Category :
Languages : en
Pages : 157
Book Description
Earthquake Analysis and Response of Two-level Viaducts
Author: California. Department of Transportation
Publisher:
ISBN:
Category :
Languages : en
Pages : 157
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 157
Book Description
Earthquake Analysis and Response of Two-level Viaducts
Author: Satinder P. Singh
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 184
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 184
Book Description
Earthquake Analysis and Response of Multi-frame Bridges
Author: Satinder Pal Singh
Publisher:
ISBN:
Category :
Languages : en
Pages : 526
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 526
Book Description
Earthquake Analysis and Response of Concrete Arch Dams
Author: Hanchen Tan
Publisher:
ISBN:
Category : Arch dams
Languages : en
Pages : 192
Book Description
Publisher:
ISBN:
Category : Arch dams
Languages : en
Pages : 192
Book Description
Geotechnical Reconnaissance of the Effects of the January 17, 1995, Hyogoken-Nanbu Earthquake, Japan
Author: Koichi Akai
Publisher: DIANE Publishing
ISBN: 0788125389
Category :
Languages : en
Pages : 168
Book Description
The Jan. 17, 1995, Hyogoken-Nanbu Earthquake was one of the worst disasters to hit Japan in almost half a century. It has been compared in its impact to the great Kanto (Tokyo) Earthquake of 1923. The Kobe-Osaka region held many similarities in its geologic and tectonic setting to many areas along the West Coast, and possibly, other areas of the U.S. A geotechnical reconnaissance to identify the relevant problems and issues was organized. This report provides a timely, first-hand overview of the type and extent of the geotechnical aspects of the damage.
Publisher: DIANE Publishing
ISBN: 0788125389
Category :
Languages : en
Pages : 168
Book Description
The Jan. 17, 1995, Hyogoken-Nanbu Earthquake was one of the worst disasters to hit Japan in almost half a century. It has been compared in its impact to the great Kanto (Tokyo) Earthquake of 1923. The Kobe-Osaka region held many similarities in its geologic and tectonic setting to many areas along the West Coast, and possibly, other areas of the U.S. A geotechnical reconnaissance to identify the relevant problems and issues was organized. This report provides a timely, first-hand overview of the type and extent of the geotechnical aspects of the damage.
Report
Author:
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 582
Book Description
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 582
Book Description
Multiple Support Response Spectrum Analysis of Bridges Including the Site-response Effect & MSRS Code
Author: Armen Der Kiureghian
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 152
Book Description
A comprehensive investigation of the Multiple Support Response Spectrum (MSRS) method for seismic analysis of bridges and other multiply supported structures is presented. The method accurately accounts for the spatial variability of ground motions, including the effects of incoherence, wave passage, and spatially varying site response. The structural response is obtained in terms of response spectra and peak displacements at individual support degrees of freedom, and a coherency function that characterizes the three spatial variability effects. Special attention is given to the effect of site response arising from variation in the soil conditions at different supports of the structure. Through extensive comparisons with time history analysis, the validity of the MSRS rule and the site response component of the coherency function are established. Methods for estimating the site frequency response function, needed in the coherency model, are developed and examined. These models and rules are implemented in the MSRS code for application to three-dimensional, multiply supported structures. Using the MSRS code, extensive parametric studies are performed for two example bridge structures. The report concludes with a summary of guidelines for practical implementation of the MSRS rule.
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 152
Book Description
A comprehensive investigation of the Multiple Support Response Spectrum (MSRS) method for seismic analysis of bridges and other multiply supported structures is presented. The method accurately accounts for the spatial variability of ground motions, including the effects of incoherence, wave passage, and spatially varying site response. The structural response is obtained in terms of response spectra and peak displacements at individual support degrees of freedom, and a coherency function that characterizes the three spatial variability effects. Special attention is given to the effect of site response arising from variation in the soil conditions at different supports of the structure. Through extensive comparisons with time history analysis, the validity of the MSRS rule and the site response component of the coherency function are established. Methods for estimating the site frequency response function, needed in the coherency model, are developed and examined. These models and rules are implemented in the MSRS code for application to three-dimensional, multiply supported structures. Using the MSRS code, extensive parametric studies are performed for two example bridge structures. The report concludes with a summary of guidelines for practical implementation of the MSRS rule.
Seismic Design and Assessment of Bridges
Author: Andreas J Kappos
Publisher: Springer Science & Business Media
ISBN: 9400739435
Category : Technology & Engineering
Languages : en
Pages : 233
Book Description
The book focuses on the use of inelastic analysis methods for the seismic assessment and design of bridges, for which the work carried out so far, albeit interesting and useful, is nevertheless clearly less than that for buildings. Although some valuable literature on the subject is currently available, the most advanced inelastic analysis methods that emerged during the last decade are currently found only in the specialised research-oriented literature, such as technical journals and conference proceedings. Hence the key objective of this book is two-fold, first to present all important methods belonging to the aforementioned category in a uniform and sufficient for their understanding and implementation length, and to provide also a critical perspective on them by including selected case-studies wherein more than one methods are applied to a specific bridge and by offering some critical comments on the limitations of the individual methods and on their relative efficiency. The book should be a valuable tool for both researchers and practicing engineers dealing with seismic design and assessment of bridges, by both making the methods and the analytical tools available for their implementation, and by assisting them to select the method that best suits the individual bridge projects that each engineer and/or researcher faces.
Publisher: Springer Science & Business Media
ISBN: 9400739435
Category : Technology & Engineering
Languages : en
Pages : 233
Book Description
The book focuses on the use of inelastic analysis methods for the seismic assessment and design of bridges, for which the work carried out so far, albeit interesting and useful, is nevertheless clearly less than that for buildings. Although some valuable literature on the subject is currently available, the most advanced inelastic analysis methods that emerged during the last decade are currently found only in the specialised research-oriented literature, such as technical journals and conference proceedings. Hence the key objective of this book is two-fold, first to present all important methods belonging to the aforementioned category in a uniform and sufficient for their understanding and implementation length, and to provide also a critical perspective on them by including selected case-studies wherein more than one methods are applied to a specific bridge and by offering some critical comments on the limitations of the individual methods and on their relative efficiency. The book should be a valuable tool for both researchers and practicing engineers dealing with seismic design and assessment of bridges, by both making the methods and the analytical tools available for their implementation, and by assisting them to select the method that best suits the individual bridge projects that each engineer and/or researcher faces.
Analysis of the Nonlinear Response of Structures Supported on Pile Foundations
Author: Deepak Badoni
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 196
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 196
Book Description
Abstract Journal in Earthquake Engineering
Author:
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 616
Book Description
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 616
Book Description