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E-raamat: Innovative Shear Design

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Innovative Shear DesignSuurem pilt
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Innovative Shear Design presents a new, rational and economical design procedure that offers increased protection against shear for all types of structures. The first part of the book describes the internal forces imposed on any flexurally bent member, and goes on to describe how these can interact with external loading forces to cause failure. The author then details the new design approach, and explains how its implementation can prevent cracking and failure for a given load. The book contains numerous practical examples describing optimum design techniques for all types of structure. Innovative Shear Design is an essential reference for structural designers, architects, academics, and researchers. It will also be a key reference text for students of structural design.
Preface xii
Foreword xv
Introduction
1(5)
Mechanism of diagonal failure of a reinforced concrete beam
6(67)
A brief overview of the problem
6(1)
Technical analysis
7(1)
Comment on the existing theory of shear and diagonal tension
8(10)
Discussion
18(24)
Comments about our shear diagram based on the new law of physics
42(3)
Reinforcement for the prevention of diagonal failure at bent concrete elements as required by the new law of physics
45(21)
Prestressed concrete
66(2)
Conclusion
68(5)
Practical applications of the new theory: the fallacy of the truss analogy theory for reinforced concrete beams
73(20)
A brief overview of the problem
73(3)
Introduction
76(1)
Theoretical considerations
77(2)
Discussion
79(11)
Final note
90(1)
Conclusion
90(3)
Mechanism of vibrating fatigue failure of a reinforced concrete beam or any other member (a quantitative point of view)
93(21)
A brief overview of the problem
93(1)
Explanation of terms used in this study
93(1)
Introduction
94(1)
Theoretical considerations
94(1)
Discussion
95(15)
Conclusion
110(4)
A triangularly reinforced shear wall can resist higher lateral forces better than an ordinary shear wall
114(88)
A brief overview of the problem
114(1)
Introduction
115(1)
Theoretical analysis
116(8)
Comparison of cracks in a reinforced concrete beam and a shear wall
124(2)
Critical review
126(4)
Reinforcement for our shear wall
130(1)
Greater liberty for openings (windows, doors) in our shear wall
130(1)
Remarks
131(3)
Subfoundation
134(1)
Effects of internal active forces in seismic failures of ductile steel frame structures: a consequence of the new law of physics
134(5)
Design and prefabrication of shear wall panels for parallel testing using ACI 318-95 guidelines method and the triangular reinforcement method
139(63)
Mechanism of deformation of the horizontal membrane exposed to lateral forces
202(9)
A brief overview of the problem
202(1)
Introduction
202(3)
Discussion
205(4)
Conclusion
209(2)
Combined conclusions
211(7)
First group of forces as per Newton's third law
211(1)
Second group of forces as per the new law of physics
211(4)
Any Flexural bending stipulates two critical cross sections, one of which is a result of the new law of physics
215(1)
Any inverted T beam could be designed to be very safe for bridge structures
215(1)
Contribution to safer ductile steel frame structure design: the outcome of the new law of physics
216(1)
New law of physics becomes a unique ally to prestressed concrete
216(1)
Any classical shear wall could be converted into a new triangularly reinforced shear wall
216(2)
Appendix 218(11)
1 The existence of internal active and internal resisting forces and the new law of physics
218(11)
Index 229


Hrista Stamenkovic
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