hi there!
i could use some help with a 2 floor hall for bussines spaces...
(my english isn't very good)
anyways, i need some base drawings of halls for the bussines purposes (offices and so)
so if anyone has something, even some literature or sites recomendatons i would be very grateful! :)
RC Frames Under Earthquake Loading - State of the Art Report
by Comite Euro-International du Beton
* Publisher: Thomas Telford Ltd
* Number Of Pages: 303
* Publication Date: 17/09/1996
Description:
The assessment of the response of reinforced concrete frames to earthquakes is essential in many parts of the world. Therefore, the design and assessment of the structures which are likely to be subjected to such actions require the application of non-linear analysis using finite element techniques of different degrees of complexity. This state-of-the-art report, examines the behaviour of individual frame members subjected to the cyclic actions arising in seismically loaded frames; i.e. slender flexure-dominated beams, short columns and beam-column joints. The report also considers global inelastic frame behaviour and its modelling, and the peculiarities of the behaviour of masonry-filled frames.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This volume presents the papers from the third in a series of international conferences on the design and construction of high-rise towers and tall buildings, organized by the International Federation of High-Rise Structures.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This volume is one of a series of Monographs prepared under the aegis of the Council on Tall Buildings and Urban Habitat, a series that is aimed at documenting the state of the art of the planning, design, conslruction, and operation of tall buildings as well as their interaction with the urban environmenL The present series is built upon an original set of five Monographs published by the American Society of Civil Engineers, as follows:
Volume PC: Plnrming nrzd En~rironn~enraClr irerio for Toll Beildings
Volume SC: Tall Building Sysrems ond Cortceprs
Volunze CL: Tall Building Criteria nnd Loading
Volume SB: Srrucrurol Design of Toll Sreel Btrildings
Voltrme CB: Srmcrural Design of Tall Concrele and Mosorrry Buildings
Following the publication of a number of updates to these volumes, it was decided by the Steering Group of the Council lo develop a new series. It would be based on the original effort but would focus more strongly on the individual topical committees rather than the groups. This would do two things. It would free the Council committees from restraints as to length. Also it would permit material on a given topic to reach the public more quickly.
The result was the Toll Buildings and Urban Enr,iron~nensf eries, being published by McGraw-Hill. Inc.. New York. The present Monograph joins sixothers, the first of which was reieased in 1992:
Cost-in-Place Concrere in Toll Building Design ond Consrrucrion Clodding
Building Design for Handicapped ond Aged Persons
Fire Safely in Tall Buildings
Senxi-Rigid Connecrions in Steel Frornes
Cold-Formed Sfeel in Tall Buildings
This parlicular Monograph was prepnrcd by the Council's Committee 3. Strucmral Systems. Its earlier treatment was n part of Volume SC. It dealt with the many issues relating to tall building structural systems when it was published in 1980. The committee decided that a volume featuring cane studies of many of the most important buildings of the lust two decades would provide professionals with some interesting comparisons of how and why structural systems were chosen. The result of the committee's cfforls is this Monograph. It provides case studies of tall buildings from Japan. the United States. Malaysia. Australia. New Zealand. Hong Kong. Spain, and Singapore.
This unique international survey examines the myriad of archirecturni. engineering, and construcdon issues that must be taken into account in designing tall buildtag structural systems.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This document provides requirements and advice for the use of CAD (computer-aided design and draughting) in Mott MacDonald. It complements other documents such as the visual identity guidelines and the Quality Environment and Safety (QES) Requirements.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
An Introduction to the FEM and Adaptive Error Analysis for Engineering Students
By J. E. Akin
* Publisher: Butterworth-Heinemann
* Number Of Pages: 512
* Publication Date: 2005-08-04
* Sales Rank: 732124
* ISBN / ASIN: 0750667222
* EAN: 9780750667227
* Binding: Paperback
* Manufacturer: Butterworth-Heinemann
* Studio: Butterworth-Heinemann
* Average Rating:
* Total Reviews:
Book Description:
This key text is written for senior undergraduate and graduate engineering students. It delivers a complete introduction to finite element methods and to automatic adaptation (error estimation) that will enable students to understand and use FEA as a true engineering tool. It has been specifically developed to be accessible to non-mathematics students and pres the only complete text for FEA with error estimators for non-mathematicians. Error estimation is taught on nearly half of all FEM courses for engineers at senior undergraduate and postgraduate level; no other existing textbook for this market covers this topic.
* The only introductory FEA text with error estimation for students of engineering, scientific computing and applied mathematics
* Includes source code for creating and proving FEA error estimators
* Complete with homework exercises and supporting website with instructor's solutions manual
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This revision of design manual has been prepared to account for the changes of ZAMIL STEEL standards
during the last four years since 1999 regarding single skin & Tempcon panels, built-up sections standard
dimensions, serviceability consideration and some standard connections, also this revision of design
manual presents the results of special technical studies carried out in the ZAMIL STEEL PRD department
including finite element studies using most recent software techniques, buckling analysis studies and also
derived formulas using numerical correlation studies. Designers can make use of these studies to enhance
the design process.
This revision of the design manual also resolves some miscellaneous and confusing points that were
reported to PRD department.
The contents of this manual were rearranged and presented in “Adobe Acrobat” format along with
navigation pane to ensure effective and fast use of this manual.
Design/Quote engineers are strongly advised to read this manual as a whole in conjunction with the
standard codes and manuals stated in clause 2.1 page 2-1 of this manual.
The clauses containing the major changes made in this revision of design manual (DM 03.10.00) are as
follows :-
2.4. Serviceability consideration _________ 2-15
3.5. Expansion Joints __________________ 3-8
3.7. Bracing Systems Arrangement_______ 3-11
4.1.2.1. Built up section _________________ 4-3
4.1.2.2. Galvanized primary members______ 4-5
4.3. Flange braces____________________ 4-22
4.6. Standard Anchor Bolts _____________ 4-67
4.7.8. Crane Beam ___________________ 4-74
5.1. Panels___________________________ 5-1
5.2.1.7. Double ‘C’ -sections ____________ 5-27
5.2.2. Design Of Roof Purlins ___________ 5-29
5.2.4. Design Of Eave Struts ____________ 5-35
6.1.2. End wall Rafter Design Concept _____ 6-2
6.2.2. End Wall Posts Design Concept _____ 6-6
7.2.3.1 Top Running Cranes ____________ 7-11
7.3. Bracing Design Notes______________ 7-13
8.2.1.2.Connection for Lateral Load _______ 8-2
9.1. Design of Joists ___________________ 9-2
9.3. Design of Beams __________________ 9-7
10.11. Egypt Jobs in Non-Free Zone Areas 10-6
12.1. Drainage______________________ 12-1
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: 0727720856.jpg]](http://www.thomastelford.com/books/images/booklarge/0727720856.jpg)
![[Image: info.png]](https://forum.civilea.com/postgen/info.png)
![[Image: Download.png]](https://forum.civilea.com/postgen/Download.png)
![[Image: 96406015792731830144.jpg]](https://pic.civilea.com/images/96406015792731830144.jpg)
![[Image: 45408494770643268048.jpg]](https://pic.civilea.com/images/45408494770643268048.jpg)
![[Image: password.png]](https://forum.civilea.com/postgen/password.png)
![[Image: screen.png]](https://forum.civilea.com/postgen/screen.png)
![[Image: pagesfromzamilsteeldesi.jpg]](http://img33.imageshack.us/img33/2237/pagesfromzamilsteeldesi.jpg)