Could someone please post a copy of "Analysis of Grids" by the National Building Organization, New Delhi, 1968
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This National Annex gives:
a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of
BS EN 1992-1-1:2004;
— 2.1.3 (2) — 5.3.2 (2)
— 2.3 (2)P — 5.6.1 (1)
— 3.2.3 (5) — 5.7.3 (2)
— 3.2.4 (2) — 6.1 (5)
— 3.3.3 (1) — 6.2 (2)
— 4.1 (1)P — 6.3 (1)
— 4.5.1 (2) — 6.4.2.1 (3)
— 5.2 (3) — 6.4.2.2 (2)
b) the UK decisions on the status of BS EN 1992-1-2:2004 informative annexes;
c) references to non-contradictory complementary information.
NA.2 Nationally Determined Parameters
UK decisions for the Nationally Determined Parameters described in BS EN 1992-1-2:2004 are given in
Table NA.1.
NA.3 Decisions on the status of informative annexes
BS EN 1992-1-2:2004 informative Annexes A, B, C, D and E may be used in the UK.
NA.4 References to non-contradictory complementary information
The tabular methods for the design of columns described in BS EN 1992-1-2:2004, 5.3 are limited to braced
structures. Guidance on unbraced structures is given in PD 6687:2005, Clause 4.
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This National Annex gives:
a) the UK decisions for the Nationally Determined Parameters
described in the following subclauses of BS EN 1992-2:2005:
• 3.1.2 (102)P
• 3.1.6 (101)P
• 3.1.6 (102)P
• 3.2.4 (101)P
• 4.2 (105)
• 4.2 (106)
• 4.4.1.2 (109)
• 5.1.3 (101)P
• 5.2 (105)
• 5.3.2.2 (104)
• 5.5 (104)
• 5.7 (105)
• 6.1 (109)
• 6.1 (110)
• 6.2.2 (101)
• 6.2.3 (103)
• 6.2.3 (107)
• 6.2.3 (109)
• 6.8.1 (102)
• 6.8.7 (101)
• 7.2 (102)
• 7.3.1 (105)
• 7.3.3 (101)
• 7.3.4 (101)
• 8.9.1 (101)
• 8.10.4 (105)
• 8.10.4 (107)
• 9.1 (103)
• 9.2.2 (101)
• 9.5.3 (101)
• 9.7 (102)
• 9.8.1 (103)
• 11.9
• 113.2 (102)
• 113.3.2 (103)
b) the UK decisions on the status of BS EN 1992-2:2005 informative
annexes; and
c) references to non-contradictory complementary information.
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This National Annex gives:
a) the UK decisions for the Nationally Determined Parameters
described in the following subclauses of BS EN 1992-3:2006:
• 7.3.1 (111)
• 7.3.1 (112)
• 7.3.3
• 8.10.1.3 (103)
• 9.11.1 (102)
b) decisions on the status of BS EN 1992-3:2006 informative
annexes; and
c) references to non-contradictory complementary information.
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If anyone can share: Age-Adjusted Effective Modulus Method for Time-Dependent Loads
from web page:
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Generalized age-adjusted effective modulus method for creep in composite beam structures
Part I and Part II
From web pages:
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Discusses modern design reliability principles, techniques, and terms. Includes table generation on median ranks, beta-binomial bounds, and standard percents.
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Understanding the physical and thermomechanical response of materials subjected to intensive dynamic loading is a challenge of great significance in engineering today. This volume assumes the task of gathering both experimental and diagnostic methods in one place, since not much information has been previously disseminated in the scientific literature. This book will thus be an invaluable companion for both the seasoned practitioner as well as for the novice entering the field of experimental shock physics.
Content Level » Research
Keywords » detonation waves - equation of state - shock compression - shock waves
TABLE OF CONTENTS
Basic Principles of Deformed Continuum Mechanics.- Methods and Devices for Producing Intense Shock Loads.- Recording Fast Processes in Dynamic Studies.- Determination of Hugoniots and Expansion Isentropes.- Studies of Phase Transformations.- Studying Dynamic Strength of Materials.- Estimation of Shock-Compressed Transparent Material Temperatures.- Determination of Detonation Parameters and Efficiency of Solid HE Explosion Products.- Laser Doppler Measuring Systems and Their Use in Shock-Wave Studies.- Index.
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Comprehensive summary & review of Flat Slab Design
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