Author: JOO CHAI WONG | Size: 3,02 MB | Format:PDF | Publisher: WASHINGTON STATE UNIVERSITY | Year: 2004 | pages: 140
Micropiles are grouted and small diameter piles that are traditionally used in foundation retrofit. Experimental evidence has indicated that micropiles behave well under seismic loading due to their high flexibility. Moreover, observations in the 1995 Kobe Earthquake indicate a good performance of friction piles under seismic loading. However, the seismic behavior of micropiles is not fully understood due to the limited number of full- and model-scale tests, as well as the limited amount of numerical modeling studies for micropiles.
This project focuses on Finite Element modeling (FEM) of single micropile and micropile groups under both static and dynamic loading. Initially, dynamic FE soil models were developed to conduct site response analyses. The lateral vertical boundaries
of the soil were set up in such a way that the reflection of the arrival waves at the boundaries was avoided. The results of the site response analyses were verified against the well-validated code, SHAKE. Subsequently, FE models for micropiles were developed with two constitutive soil models, i.e. a linear elastic and a bounding surface plasticity model. The micropile/soil interface was modeled either with perfect bonding or with frictional interface elements. For dynamic loading cases, a SDOF (single degree-of-freedom) superstructure was placed on top of the micropiles. Parametric studies were performed for various independent variables including load intensity, non-linearity of soil, and soil stiffness for the static case; and soil non-linearity, input motion intensity, frequency contents of input motion, and the natural period of the superstructure for the dynamic case. The static and dynamic behavior of micropiles were studied via the effects of aforementioned independent variables on the deflections and bending moments along the micropile length.
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The book defines architectural and environmental goals for the New Age by analysing recent contemporary work for its responsiveness to important social and environmental issues and comparing it to successful precedents in architecture. It argues that this new sustainable approach to architecture should be recognised as a new development of mainstream architectural history.This practical guide illustrates current social and natural resource issues to aid architects in their approach to future design.
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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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