Sát thủ đầu mưng mủ [MF]

“Sát thủ đầu mưng mủ”: Chắc gì đã "ngoa"?

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Vừa mới xuất bản được mươi ngày, cuốn sách tranh “Sát thủ đầu mưng mủ” tập hợp những thành ngữ hiện đại đang được giới trẻ sử dụng lập tức gây chú ý lớn. Các ý kiến ủng hộ có nhiều, song cũng có các ý kiến chê trách là “nhảm nhí”, “không có lợi cho giáo dục”…

Có ý kiến cho rằng, những "thành ngữ" trong cuốn sách còn không "ngoa" bằng những thành ngữ mà các cụ nhà ta từng nói. Ông Vũ Hoàng Giang, Phó Giám đốc Công ty Nhã Nam, đơn vị liên kết với NXB Mỹ Thuật để xuất bản cuốn sách bày tỏ: "Riêng câu “Đã xấu mà lại còn xa” thậm chí còn có cả mẫu trong tục ngữ của các cụ đấy nhé. Đó là “Đã gian lại còn ngoan/Đã đi làm đĩ lại toan cáo làng!”… Thế còn chê là nhảm thì “Im ỉm như gái ngồi phải cọc”, “uống rượu ngồi dai, d… mài xuống đất” hẳn cũng khá là nhảm; rồi những câu như “Không ăn được thì đạp đổ” hay “Không chồng mà chửa mới ngoan/Có chồng mà chửa thế gian sự thường” đều có thể quy là không lợi cho giáo dục được! "

Truyen

Project Management Software: Milestones Professional 2011 Full crack [MF]

Project Management Software: Milestones Professional 2011

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Milestones Professional is the fast, easy way to create schedules and reports for projects. When you manage and schedule projects you need software that is powerful, fast and easy to use. Project management and scheduling software that lets you organize your projects, create timelines, sell your ideas, streamline your work, and track results. Find out why customers have been buying it for over 20 years.
• Create presentation project reports.
• Produce Presentation reports from Microsoft Project schedules.
• Choose from a variety of presentation ready Reports.
• Calculate and present Earned Value.
• Share schedules with save as PDF, copy to PowerPoint or free viewer.
Home page - http://www.kidasa.com/kidasa-products.htm

Microsoft Office

Column Shortening in Tall Buildings : Prediction and Compensation [MF]

Column Shortening in Tall Buildings : Prediction and Compensation
S.K. Ghosh, and Hal Iyengar Mark Fintel (Author)


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Item Code: EB108
Date: 1987 Mark Fintel, S.K. Ghosh, and Hal Iyengar
Description: This design aid deals with the effects of elastic and inelastic column shortening in tall buildings. Discusses strains in columns, overall column shortening, relative shortening between adjacent vertical members--all caused by elastic stresses, shrinkage, creep; and methods of compensation for differential shortening of vertical members in tall concrete and composite buildings.
A computerized procedure for prediction of elastic and inelastic column length changes in tall buildings has been developed, which is applicable to concrete and composite structures. The procedure is presented and illustrated through practical examples. Idealizations of the elastic behavior, shrinkage, and creep of concrete that were used in the computerized procedure are discussed. The proposed procedure is verified against laboratory test results as well as against field observations. Differential column length changes computed through the proposed analytical procedure can and should be compensated for during construction. Compensation techniques, which must vary with the type of structural system used, are suggested.

E-book4Civil

Wind and Eartquake Resistant Building - Structural analysis and design [MF]

Wind and Eartquake Resistant Building - Structural analysis and design
Bungale S. Taranath (Author)


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Book Description
ISBN-10: 0824759346 | ISBN-13: 978-0824759346 | Publication Date: December 15, 2004 | Edition: 1
Developed as a resource for practicing engineers, while simultaneously serving as a text in a formal classroom setting, Wind and Earthquake Resistant Buildings provides a fundmental understanding of the behavior of steel, concrete, and composite building structures. The text format follows, in a logical manner, the typical process of designing a building, from the first step of determining design loads, to the final step of evaluating its behavior for unusual effects.

Includes a worksheet that takes the drudgery out of estimating wind response.

The book presents an in-depth review of wind effects and outlines seismic design, highlighting the dymamic behavior of buildings. It covers the design and detailing the requirements of steel, concrete, and composite buidlings assigned to seismic design categories A through E. The author explains critical code specific items and structural concepts by doing the nearly impossible feat of addressing the history, reason for existence, and intent of major design provisions of the building codes. While the scope of the book is intentionally broad, it provides enough in-depth coverage to make it useful for structural engineers in all stages of their careers.

Features
• Discusses the latest approaches for calculating lateral forces using the newly published ASCE 7-02 provisions
• Describes the static, dynamic, and time-history analysis of using seismic design provisions of ASCE 7-02, IBC 2003, NFPA 5000, AISC 341-02, ACI 318-02, FEMA 350 and 356, UBC 1997, and the Blue Book-1997
• Explores traditional and newer types of bracing systems and allows the reader to attain a fundamental understanding of their behavior
• Covers the restoration of damaged or seismically vulnerable buildings with a special emphasis on seismic rehabilitation of hospitals and schools
• Elucidates the differences between a "code-sponsored design and an alternate design philosophy based on the concept of Ductility Trade-Off for Strength"
• Highlights earthquake hazard mitigation technologies including seismic base isolation, passive energy dissipation, and damping systems
• Provides an abundance of examples applicable to real buildings and includes just enough explanations to drive home the underlying basic principles
Product Details
• Hardcover: 912 pages
• Publisher: CRC Press; 1 edition (December 15, 2004)
• Language: English

E-book4Civil

Tall Building Structures - Analysis and Design [MF]

Tall Building Structures - Analysis and Design


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Product Description
Examines structural aspects of high rise buildings, particularly fundamental approaches to the analysis of the behavior of different forms of building structures including frame, shear wall, tubular, core and outrigger-braced systems. Introductory chapters discuss the forces to which the structure is subjected, design criteria which are of the greatest relevance to tall buildings, and various structural forms which have developed over the years since the first skyscrapers were built at the turn of the century. A major chapter is devoted to the modeling of real structures for both preliminary and final analyses. Considerable attention is devoted to the assessment of the stability of the structure, and the significance of creep and shrinkage is discussed. A final chapter is devoted to the dynamic response of structures subjected to wind and earthquake forces. Includes both accurate computer-based and approximate methods of analysis.

E-book4Civil

Design of modern highrise reinforced concrete structures [MF]

Design of modern highrise reinforced concrete structures
Hiroyuki Aoyama, "Design of Modern Highrise Reinforced Concrete Structures"
World Scientific Publishing Company | 2002 | ISBN: 1860942393 | 300 pages |



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Reinforced concrete (RC) as construction material has been used for a wide range of building structures throughout the world, owing to its advantages such as versatile Architecture application, low construction cost, excellent durability and easy maintenance. However, its use in seismic countries and areas in the world has been limited to lowrise or mediumrise buildings, considering inherent lack of structural safety against earthquakes. In the last several decades, highrise RC buildings finally emerged in Japan, under the increased social need
of more advanced types of RC buildings. Such a new type of structures was developed with the tremendous technical efforts for new high strength material,new design method, and new construction method, backed up by vast amount
of research accomplishment.
A five year national research project, entitled "Development of Advanced Reinforced Concrete Buildings using High Strength Concrete and
Reinforcement", was conducted in 1988-1993 by the coalition of many research organizations in Japan with the Building Research Institute of the Ministry of Construction as the central key organization. The major incentive of this
national research project was to further promote construction of highrise RC
buildings as well as other advanced types of RC structures, by providing new high strength material and new design and construction methods suitable for such material. This national research project was simply referred to "the New RC" project. Now it is more than five years since the conclusion of the New RC project. It is quite clear that the project was successful and effective in finding numerous
applications in the practical design and construction of advanced RC structures.
This book was written as an effort to disseminate major findings of the project so as to help develop modern RC buildings in seismic countries and areas in the world. It consists of the following nine chapters.....

E-book4Civil

Underwater Embankments on Soft Soil: A Case History [MF]

Underwater Embankments on Soft Soil: A Case History
William F. Van Impe (Author), R. Daniel Verastegui Flores (Author)


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Product Description
Summary
Ground improvement is an established technique in foundation engineering. In recent decades, modern methods of ground improvement have utilised explosives, impact energy, thermal treatment of the soil, vacuum consolidation, vibratory compaction technologies, stabilization and solidification of soft soils, as well as combined systems of ingenious grouting systems and deep mixing technique. Internationally, deep mixing techniques are often the chosen method for dealing with increasingly-demanding foundation problems. Initial experiences, using inventive new developments of soft soil deep mixing technologies and various advanced high pressure mixing methods, have proved successful both onshore and offshore. This publication illustrates a challenging example, sited in the Port of Antwerp, Belgium, of the design and construction of a large underwater embankment on very soft soil. This text will be a valuable reference case history for the geotechnical engineer, both from the academic's as well as from the practitioner’s point of view.
Product Details
• Format: Kindle Edition
• File Size: 2301 KB
• Print Length: 139 pages
• Simultaneous Device Usage: Up to 4 simultaneous devices, per publisher limits
• Publisher: T & F Books UK; 1 edition (January 24, 2009)
• Sold by: Amazon Digital Services
• Language: English
Table of Contents
1 Introduction
2 Construction on soft soil
2.1 Clay foundation behavior
2.2 Staged construction
2.2.1 Methodology for analysis
2.2.2 Consolidation analysis
3 Discussion on undrained shear strength of soft soils
3.1 Preamble
3.2 Shear behavior of normally consolidated clay
3.3 Normalized behavior
3.4 Shear behavior of overconsolidated clay
3.5 Laboratory testing techniques
3.5.1 Overview
3.5.2 SHANSEP
3.5.3 Discussion
3.6 Undrained strength anisotropy
3.7 Final recommendations
4 Discussion on slope stability evaluation
4.1 Preamble
4.2 Causes of slope instability
4.3 Stability conditions for analysis
4.4 Stability analysis procedures
4.4.1 Limit Equilibrium methods
4.4.2 Strength reduction methods
4.4.3 Limit equilibrium vs. Strength reduction methods
4.5 Failure mechanisms for highly sensitive clays
4.5.1 Flake type sliding of quick clay
4.5.2 Analysis taking pore water pressures into account
4.5.3 Mechanism of sliding in quick clay masses
4.5.4 Conclusions
4.6 Risk of liquefaction
4.7 Slope stability analysis of the Doeldok embankment
5 Evaluation of consolidation
5.1 One-dimensional consolidation theory
5.2 Infinitesimal strain theory
5.2.1 Numerical solution
5.2.2 Applications of SSCON-FD
5.3 Finite strain theory
5.4 Infinitesimal strain vs. Finite strain theory
5.5 Consolidation at the Doeldok site
5.6 Conclusions
6 Geotechnical characterization of the site
6.1 Overview
6.2 Soil profile and characterization
6.3 Selection of parameters for design
6.3.1 Dredged material
6.3.2 Boom clay
6.3.3 Sand
6.3.4 Summary of soil properties
7 Design of underwater embankment of soft soil
7.1 Overview
7.2 Geometry of the embankment
7.3 Stability analysis
7.3.1 Undrained analysis
7.3.2 Drained stability analysis
7.4 Settlements
7.5 Conclusions
8 Ground improvement by Deep Mixing
8.1 Introduction
8.2 Deep Mixing applications
8.3 Mechanism of stabilization
8.3.1 Stabilization with lime
8.3.2 Stabilization with cement-like binders
8.4 Methods of installation
8.5 Belgian experience on on-land Deep Mixing
8.5.1 Properties of untreated soils on land
8.5.2 Binders employed on land
8.5.3 Lime-cement stabilization in the laboratory
8.5.4 Lime-cement stabilization in-situ
8.5.5 Remarks on the experience of dry deep mixing on land
8.6 Deep mixing assessment on the underwater site
8.6.1 Properties of the artificially cemented soil in the laboratory
8.6.2 Properties of the cemented soil in the field
8.6.3 Laboratory versus in-situ behavior
9 Construction and monitoring of embankment
9.1 Introduction
9.2 Construction
9.3 Quality control of the embankment sand
9.4 Instrumentation and monitoring
9.4.1 Excess pore water pressure
9.4.2 Settlements
9.5 Conclusions
References

E-book4Civil