Dear Friends
I need the 1940 El-Centro or 1940 Imperial Valley Earthquake Record that PGA of Horizontal and vertical componens are 0.32g and 0.21g respectively.
I find the horizontal record from below link but I don't find other components yet.
I search the PEER strong ground motion database but I didn't find this record.
Please can anybody help me?
thanks in advance
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Posted by: KRV_LT - 07-24-2013, 01:30 AM - Forum: Archive
- No Replies
Dear All,
I am in need of these below papers published in ACI journal.
1. Design Criteria for Reinforced Columns under Axial Load and Biaxial Bending
Document: JL57-23
Author(s): Boris Bresler
Publication: Journal Proceedings
Volume: 57
Issue: 11
Keywords: none
Date: November 1, 1960
2. Ultimate Strength of Nonrectangular Structural Concrete Members
Document: JL57-36
Author(s): Alan H. Mattock and Ladislav B. Kriz
Publication: Journal Proceedings
Volume: 57
Issue: 1
Keywords: none
Date: January 1, 1961
3. Rectangular Concrete Stress Distribution in Ultimate Strength Design
Document: JL57-43
Author(s): Alan H. Mattock, Ladislav B. Kriz and Eivind Hognestad
Publication: Journal Proceedings
Volume: 57
Issue: 2
Keywords: none
Date: February 1, 1961
Author: Braja M. Das | Size: 65.54 MB | Format:PDF | Quality:Image PDF | Publisher: J ROSS PUB Incorporated | Year: 2011 | pages: 800 | ISBN: 9781932159837
The Geotechnical Engineering Handbook brings together essential information related to the evaluation of engineering properties of soils, design of foundations such as spread footings, mat foundations, piles, and drilled shafts, and fundamental principles of analyzing the stability of slopes and embankments, retaining walls, and other earth-retaining structures. The Handbook also covers soil dynamics and foundation vibration to analyze the behavior of foundations subjected to cyclic vertical, sliding and rocking excitations and topics addressed in some detail include: environmental geotechnology and foundations for railroad beds.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
I need this publication. Can anyone help? Thank you!
Article/eBook Full Name: Best Practices For Airport Concrete Pavement Construction (EB102)
Author(s): ACPA
Publish Date: 2011
Published By: ACPA
Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Article/eBook Full Name: ACI 308R-01: Guide to Curing Concrete (Reapproved 2008)
Author(s): ACI
Edition: 2001
Publish Date: 2001
ISBN: 9780870310591
Published By: ACI
Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
STRUCTURAL ANALYSIS OF AN OFFICE BUILDING_COMPARISON OF RESULTS OF SAP2000 & ETABS
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This report studies the effect of structural characteristics on the predicted seismic response of ductile steel moment frame structures. Various approaches for modeling the contributions of beams, panel zones, and elements of the gravity-only portions of the structure were considered. The effects of differing assumptions regarding geometric nonlinearity and viscous damping were also considered. Structural configuration (redundancy) and proportioning (beam to panel zone strength) were studied
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: 08301933722360188186.jpg]](https://pic.civilea.com/images/08301933722360188186.jpg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 23895163659281642341.jpg]](https://pic.civilea.com/images/23895163659281642341.jpg)