Design and construction of concrete shell roofs (Record no. 5683)
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000 -LEADER | |
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fixed length control field | 01836 a2200217 4500 |
005 - DATE AND TIME OF LATEST TRANSACTION | |
control field | 20250715154056.0 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 250715b ||||| |||| 00| 0 eng d |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
ISBN | 9788123909905 |
041 ## - LANGUAGE CODE | |
Language code of text/sound track or separate title | eng |
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
Classification number | 690.15 RAM/D |
100 ## - MAIN ENTRY--AUTHOR NAME | |
Personal name | Ramaswamy, G.S |
245 ## - TITLE STATEMENT | |
Title | Design and construction of concrete shell roofs |
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
Name of publisher | CBS Publishers |
Place of publication | New Delhi |
Year of publication | 1986 |
300 ## - PHYSICAL DESCRIPTION | |
Number of Pages | x, 745p.; 22cm. |
520 ## - SUMMARY, ETC. | |
Summary, etc | The four new chapters added to the second enlarged edition have been chosen with the object of stimulating interest among those concerned for initiating further development of thin shells on these lines. In Chapter 23 a state of the art survey of finite element analysis applied to thin shells is presented. The possibilities that thin shells offer for building intermediate floors are examined in Chapter 24 with the aid of a fully worked example. Shell foundations have been used to a limited extent in the past for individual footings. The use of shell rafts and the assessment relative merits of different shell forms for this purpose are still to be fully explored. Those interested in this subject will find Chapter 25 to be of special interest. One of the obvious infirmities of concrete is its notoriously low tensile strength. For this reason the effort in the past has been to design concrete shells as compression forms. Ferro cement hailed sometimes as super reinforced concrete liberates us from this restriction because of its higher tensile strength and ductility. It opens the door to the imaginative use of tension forms. Some of these possibilities are briefly explored in the concluding chapter by means of examples.<br/> |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical Term | Technology |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical Term | Construction of buildings |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical Term | Structural elements |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical Term | Roof structure |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Koha item type | Book |
Withdrawn status | Lost status | Damaged status | Permanent Location | Current Location | Shelving location | Date acquired | Full call number | Accession Number | Koha item type | Collection code |
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CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09359 | Book | ||||
CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09364 | Book | ||||
CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09362 | Book | ||||
CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09366 | Book | ||||
CENTRAL LIBRARY | CENTRAL LIBRARY | Reference (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09358 | Reference | Reference | |||
CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09363 | Book | ||||
CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09361 | Book | ||||
CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09365 | Book | ||||
CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09367 | Book | ||||
CENTRAL LIBRARY | CENTRAL LIBRARY | General Stack (Sahyadri Campus) | 2025-08-01 | 690.15 RAM/D | 09360 | Book |