hi friends i hv solved one RCC building by dynamic analysis using etabs but i m unable to read the output results of story shear can any body explain....... i hv solved same problem manually i got base shear 1320KN.........i hv attached file also plz help me.....
etabs file
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can any on please upload this paper if you have"O’Rourke, M. J., and X. Liu (editors) MCEER (1999), Response of Buried Pipelines Subject to
Earthquake Effects, Multidisciplinary center for Earthquake Engineering and Research (MCEER), MCEER Monograph No-3, US."
Thanks in advance.
Does anyone help me about modeling of elastomeric bearing below bridge girder using sap 2000? How can it can be modeled, what type of link support type to be used for it, what will be its mass, weight, effective stiffness, what will be the six degrees of freedom? Thanks in advance...
Code of practice for the structural use of steel - 2005 - Hongkong
By Buildings Department, Hongkong
In 1987 Hong Kong published its own code based on the permissible stress design for the use of structural steel. In recognition of the stated aim of The Government of The Hong Kong Special Administrative Region to develop a technology driven and knowledge based society, the Hong Kong Buildings Department commissioned a Consultancy Study to carry out reviews of structural steel design practice in Hong Kong and overseas and to draft a new limit state code for the Structural Use of Steel using Limit State Approach.
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Moment Connections in Composite Construction: Interim Guidance for End-plate Connections - Technical Report
By R.M. Lawson
* Publisher: Steel Construction Institute,The
* Number Of Pages: 92
* Publication Date: 1995-10
* ISBN-10 / ASIN: 1859420109
* ISBN-13 / EAN: 9781859420102
Abstract:
Contains guidance on the design of connections in composite frames in accordance with Eurocode 4 and BS 5950: Part 3. The steel to steel connections are of the end plate type and are design to act compositely by the provision of reinforcement in the slab. Both elastic global and plastic hinge methods of analysis are covered, serviceability performance being treated by a modified elastic analysis. The step-by-step design procedure is presented for both scheme and final design of frames using these connections. A worked example and design tables are also included.
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