Civil Engineering Association

I need the following reports for my thesis. please share these.

1. Seismic behavior of tall liquid storage tanks
by Niwa, Akira
UCB/EERC-78/04, Earthquake Engineering Research Center, University of California, Berkeley, 1978-02, 330 pages (540/N58/1978)

2. Experimental evaluation of seismic design methods for broad cylindrical tanks
by Clough, Douglas P.
UCB/EERC-77/10, Earthquake Engineering Research Center, University of California, Berkeley, 1977-05, 281 pages (540/C59/1977)

3. Static tilt tests of a tall cylindrical liquid storage tank
by Clough, Ray W.; Niwa, Akira
UCB/EERC-79/06, Earthquake Engineering Research Center, University of California, Berkeley, 1979-02, 116 pages (505/C55/1979)

thanks in advance

Here are your requested reports:

Dear Friends

I was looking for article


A. K. Chopra and J. A. Gutierrez, ‘Earthquake Analysis of multistory buildings including foundation interaction’,
Report No. EERC 73-13, Earthq. Engng Research Center, Univ. of California, Berkeley, California (1973).

Thanks and regards
adshrt

A. K. Chopra and J. A. Gutierrez, ‘Earthquake Analysis of multistory buildings including foundation interaction’
Report No. EERC 73-13, Earthq. Engng Research Center, Univ. of California, Berkeley, California (1973).

PDF 1.82 MB

Dear Friends

I was looking for article

Numerical techniques for the evaluation of soil-structure interaction effects in the time domain

Bayo, Eduardo; Wilson, Edward L.

UCB/EERC-83/04, Earthquake Engineering Research Center, University of California, Berkeley, 1983-02, 173 pages (EERC REPORTS)

Thanks and regards
adshrt

Numerical techniques for the evaluation of soil-structure interaction effects in the time domain
Bayo, Eduardo; Wilson, Edward L.
UCB/EERC-83/04, Earthquake Engineering Research Center, University of California, Berkeley, 1983-02, 173 pages (EERC REPORTS)

PDF 4.72 MB(on site)

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• Article/eBook Full Name: UCB/EERC-97/04 Design and evaluation of reinforced concrete bridges for seismic resistance
  
• Author(s): Aschheim, Mark A.; Moehle, Jack P.; Mahin, Stephen A
  
• Publish Date: 1997
  
• Related Links:
  
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Design and evaluation of reinforced concrete bridges for seismic resistance

Author(s)/Editor(s): Aschheim, Mark A.; Moehle, Jack P.; Mahin, Stephen A. | Size: 8.8 MB | Format: PDF | Quality: Scanner | Publisher: Earthquake Engineering Research Center, University of California, Berkeley | Year: 1997-03 | pages: 196 | ISBN: UCB/EERC-97/04[/align]



Seismic design approaches for reinforced concrete bridges are reviewed, and uncertainties in seismic design and evaluation are discussed. The modeling of bridge components and systems is discussed, and analytical studies of the response of series of simple bridges are made. The relative utility of several design approaches and stiffness assumptions for controlling seismic demands is assessed. Modeling of column and wall pier flexural and shear strengths is examined in detail, and available models for the inelastic shear strength of columns are compared with test data. Displacement-based design approaches are shown to be effective for controlling displacement ductility demands. Relations are presented for modeling columns common in California bridge construction. Effective stiffness is defined, and the variation of effective stiffness with axial load ratio and longitudinal reinforcement is presented. Expressions for the variation of nominal flexural strength and effective stiffness with longitudinal reinforcement content are provided for a column with axial load equal to 0.05A subscript g f subscript c'. A simple trilinear representation of the analytically derived moment-displacement is presented for such columns; the trilinear representation can be constructed using simple expressions that make use of quantities readily available to the practitioner.

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Dear Friends
I am looking for following article

Article Name : Approximate design for multicomponent earthquakes
Author(s): Rosenblueth, Emilio; Contreras, Humberto
Publish Date: 1977-10
Related Links:

This paper is written under the assumption that the structure of interest has been analyzed for every component of motion deemed significant. In the simplest case, such components include motion only along two orthogonal horizontal directions. For a structure founded on a rigid base in a strongly seismic area, the number of significant components can be as high as six (three in translation and as many in rotation), and in a long structure on several supports (such as a bridge or a supported pipeline) this number can be much greater. Criteria for the combination of the various components, based on a stochastic treatmen· of the disturbances, are expounded, and an approximate procedure is proposed which minimizes the maximum possible errors caused by the simplifications to be adopted.