BS EN ISO 22435:2007 applies to cylinder valves with integrated pressure regulators (VIPR) intended to be fitted to gas cylinders that convey compressed, liquefied or dissolved gases.
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sometimes we find some cad layers is incurable to remove
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A STUDY ON PERFORMANCE OF EXISTING BUILDING USING ORDINARY MOMENT RESISTING FRAME IN SEISMIC ZONE 2A BY THIHA KYAW (M.E. THESIS - YANGON TECHNOLOGICAL UNIVERSITY, MYANMAR)
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Guide Line for Drinking Water Quality-4th Edition by WHO
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Posted by: ak_civil85 - 09-11-2013, 05:48 AM - Forum: Archive
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Code: BS EN 1097-6:2013
Title: Tests for mechanical and physical properties of aggregates Determination of particle density and water absorption
Publication Date 31 July 2013
ISBN 978 0 580 71032 2
Pages 54
Publisher BSI
Posted by: ak_civil85 - 09-11-2013, 05:43 AM - Forum: Archive
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Code: AASHTO TP 64-03 (2007)
Title: Standard Method of Test for Predicting Chloride Penetration of Hydraulic Cement Concrete by the Rapid Migration Procedure
Published by: American Association of State and Highway Transportation Officials
Publish date: 01/01/2007
Number of Pages:14
Product Code(s): MA-TP064-03-UL, MA-TP064-03-UL
Seismic Behaviour of Buildings with Transfer Structures in Low-to- Moderate Seismicity Regions
Author: R.K.L. Su Department of Civil Engineering, The University of Hong Kong, Hong Kong, China | Size: 1.2 MB | Format:PDF | Quality:Unspecified | Publisher: Earthquake Engineering in the low and moderate seismic regions of Southeast Asia and Australia (2008) | Year: 2008
A literature review has been conducted aimed at improving the general understanding of the
seismic response of concrete buildings with transfer structures in low-to-moderate seismicity regions. This
paper summarizes and discusses the existing codified requirements for transfer structure design under seismic
conditions. Based on the previous shaking table test results and numerical findings, the seismic effects on the
inelastic behaviours of transfer structures are investigated. The mechanisms for the formation of a soft storey
below transfer floors, the abrupt change in inter-storey drift near transfer storeys and shear concentration due
to local deformation of transfer structures are developed. Design principles have been established for controlling
soft-storey type failure and minimizing shear concentration in exterior walls supported by transfer structures.
The influence of the vertical positioning of transfer floors on the seismic response of buildings has also
been reviewed.
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