Download Design of Modern Highrise Reinforced Concrete Structures by Hiroyuki Aoyama PDF

By Hiroyuki Aoyama

This article provides the result of a jap nationwide examine venture conducted in 1988-1993, frequently often called the recent RC undertaking. constructing complicated bolstered concrete construction buildings with excessive power and top of the range fabrics less than its auspices, the undertaking aimed to advertise development of high-rise strengthened concrete constructions in hugely seismic components reminiscent of Japan. The undertaking lined the entire elements of strengthened concrete constructions, particularly fabrics, structural components, structural layout, development and feasibility stories. as well as featuring those effects, the textual content comprises chapters giving an hassle-free clarification of recent analytical recommendations - finite point research and earthquake reaction research.

Show description

Read Online or Download Design of Modern Highrise Reinforced Concrete Structures (Series on Innovation in Structures and Construction) PDF

Similar structural books

On a test for structural stability of euler conditions parameters estimated via the generalized method of moments estimator: small sample properties

This paper provides Monte Carlo experiments at the small pattern functionality of the predictive try out for structural swap proposed through Ghysels and corridor. The predictive try out used to be discovered to be extra robust than the overidentifying regulations try when it comes to size-corrected strength while a shift in parameter has happened.

The Classical Fields: Structural Features of the Real and Rational Numbers (Encyclopedia of Mathematics and its Applications)

The classical fields are the genuine, rational, complicated and p-adic numbers. each one of those fields includes a number of in detail interwoven algebraical and topological buildings. This complete quantity analyzes the interplay and interdependencies of those diverse elements. the true and rational numbers are tested also with admire to their orderings, and those fields are in comparison to their non-standard opposite numbers.

Concrete Portable Handbook

Content material: entrance topic, web page iCopyright, web page iiDedication, web page iiiAcknowledgments, web page xiAbout the writer, web page xiiiIntroduction, web page xvChapter 1 - simple details, Pages 1-3Chapter 2 - Concrete fabrics, Pages 5-18Chapter three - sturdiness and defense, Pages 19-21Chapter four - blending and putting Concrete, Pages 23-39Chapter five - Concrete Formwork, Pages 41-46Chapter 6 - Reinforcement, Pages 47-52Chapter 7 - common layout attention, Pages 53-57Chapter eight - standards for power and Serviceability, Pages 59-63Chapter nine - examining In-Place Concrete, Pages 65-82Chapter 10 - Concrete Failure, Pages 83-93Chapter eleven - Concrete fix guidance, Pages 95-102Chapter 12 - elimination and service, Pages 103-111Chapter thirteen - Rehabilitation paintings, Pages 113-131Chapter 14 - upkeep issues, Pages 133-138Chapter 15 - really good upkeep, Pages 139-148Chapter sixteen - challenge fixing, Pages 149-152Chapter 17 - Code standards, Pages 153-163Chapter 18 - How a lot have you learnt?

Finite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions

A robust instrument for the research and layout of complicated Structural parts Finite-Element Modelling of Structural Concrete: temporary Static and Dynamic Loading stipulations provides a finite-element version of structural concrete less than momentary loading, overlaying the entire diversity of temporary loading stipulations, from static (monotonic and cyclic) to dynamic (seismic and influence) circumstances.

Additional resources for Design of Modern Highrise Reinforced Concrete Structures (Series on Innovation in Structures and Construction)

Example text

3) Pressed collar. Mild steel pipe collar is inserted around deformed bars and pressed to make indents around the lugs of the bars. Squeeze joint was developed by Kajima, Takenaka and Okabe, Grip joint by Obayashi, Powergrip by Taisei, TS sleeve joint by Toda and Shimizu. They use slightly different machines to press the collar tight around the re-bars, but the basic principle is same. 20 Design of Modern Highrise Reinforced Concrete Structures (4) Sleeve splices. Steel splice is inserted around bars, similarly to above, but in this case the gap between the sleeve and the bars is filled with mortar or molten metal.

High strength deformed P C steel is often used for stirrups to increase shear resistance. In most cases girders are located below the floor slab, and thus form a T-shaped section with the monolithic slab. But in a few cases wall girders were used in the exterior frames which consisted of girders below the slab and spandrels above the floor connected monolithically into girders of large depth. The prevalent architectural design to provide balconies around the floor plan prohibits the use of wall girders.

12-D41 Spiral Hoop Ol6@75 Hoop D16(J)@75 (a) F i g . 5. 12-D41 Spiral Hoop Dtf)ll@80 Hoop #11@80 (b) T y p i c a l c o l u m n sections. 14 Design of Modern Highrise Reinforced Concrete Structures To overcome large seismic overturning moment which produces dominating axial forces in the exterior columns in lower stories, additional axial bars (core bars) are frequently located in the central portion of these column sections. Some examples are shown in Fig. 6. Girders are of rectangular section with height not greater than 80 cm and with relatively large width of about 60 cm, providing space for four large diameter axial bars in a row, as shown in Fig.

Download PDF sample

Rated 4.44 of 5 – based on 38 votes