I'm looking for this paper of Prof. Paulay at University of Canterbury.
Please share it. Thanks.
A re-definition of stiffness of reinforced concrete elements and its implications in seismic design, T. Paulay, Structural Engineering International 11 1 (2001), pp. 36–41
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Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures
Erol Kalkan, Sashi K. Kunnath
ASCE J. Struct. Engrg.
Volume 132, Issue 11, pp. 1721-1731 (November 2006)
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WinMount provides a revolutionary way to handle ZIP and RAR archives. Rather than decompressing them, it mounts them into a virtual drive to allow you to view or use them. WinMount supports packing files now !! WinMount supports mounting WIM format !!
WinMount is a powerful windows utility which is dedicated to managing compressed archives and image files impressivesly and conviniently. It can be used to mount ZIP, RAR, ISO,etc archives very fast, which enabling you to use the files inside it directly without needing extract it beforehand. Such convenience, therefore, saves your time and disk space dramatically. In addition, WinMount, serving as a CD-ROM OR DVD-ROM emulator, supports almost all image file formats, which including but not limited to ISO, CUE/BIN, CCD,BWT, MDS, CDI, NRG, PDI B5T and ISZ.
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• Support mounting Http, ftp
• Support mounting Ghost disk image file
• Support mounting VMWare disk image file
• Support mounting arj and ice archive files
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Change log:
+ Optimize decompression algorithm,improved the mounting speed;
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Im searching document about Performing Pushover Analysis in ETABS
I found one paper in forum but links are dead,
i found the paper in this thread:
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I have a device like the one in the picture attached.
LMSR-vk is able to perform the following DCP methods:
1. DPL (dynamic probing light) 10 kg / 50 cm
2. DPM (dynamic probing medium) 30 kg / 50 cm
3. DPH (dynamic probing heavy) 50 kg / 50 cm
4. DPSH-A (dynamic probing super heavy) 63,5 kg / 50 cm.
5. DPSH-B (dynamic probing super heavy) 63,5 kg / 75 cm.
Curently i am using the DPSH-B with readings of N at every 20cm (N20)
I am interesting in using the program NOVOSPT. For that i have to convert the N20 in N60 . Can anyoane help me in this problem? A book or a code will be very appreciated.
This European Standard specifies the nominal dimensions and the tolerances on dimensions and
shape of hot-rolled round steel bars
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Author: J. S. West, C. J. Larosche, B. D. Koester, J. E. Breen, and M. E. Kreger | Size: 5.5 MB | Format:PDF | Publisher: University of Texas at Austin | Year: 1999 | pages: 186
Durability design requires an understanding of the factors influencing durability and the measures necessary to improve durability
of concrete structures. The objectives of this report are to:
1. Survey the condition of bridge substructures in Texas;
2. Provide background material on bridge substructure durability; and
3. Review durability research and field experience for post-tensioned bridges.
A condition survey of existing bridges in Texas was used to identify trends in exposure conditions and common durability
problems. The forms of attack on durability for bridge substructures in Texas are reviewed. Basic theory for corrosion of steel in
concrete is presented, including the effect of cracking. Corrosion protection measures for post-tensioned concrete are presented.
Literature on sulfate attack, freeze-thaw damage, and alkali-aggregate reaction is summarized. Literature on the field performance
of prestressed concrete bridges and relevant experimental studies of corrosion in prestressed concrete is included. Crack prediction
methods for prestressed concrete members are presented.
This report is part of Project 0-1405, “Durability Design of Post-Tensioned Bridge Substructure Elements.” The information in
this report was used to develop the experimental programs described in Research Reports 1405-2 and 1405-3 and in the preparation
of durability design guidelines in Report 1405-5.
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