CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association eBooks Journals, Papers and Presentations Influence of diagonal braces in RCC multi-storied frames under wind loads: A case stu

Influence of diagonal braces in RCC multi-storied frames under wind loads: A case stu
 TAFATNEB

Professional Member

Registered
Algeria
User ID: 29701
Joined: Sep 2010
Posts: 1,197
Threads: 830
Likes: 9,403 in 1,160 posts
Given Likes: 2850
Points:118,565 EP
#1
11-25-2013, 04:36 PM
Influence of diagonal braces in RCC multi-storied frames under wind loads: A case study

Author: Suresh P , Panduranga Rao B , Kalyana Rama J.S | Size: 3.6 MB | Format: PDF | Quality: Unspecified | Publisher: NTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 1, 2012 | Year: 2012 | pages: 13

[Image: 00701445941135377495.png]


[Image: info.png]

Structures are classified as rigid and flexible. Tall structures are more flexible and susceptible to vibrations by wind induced forces. In the analysis and design of high-rise structures estimation of wind loads and the inter storey drifts are the two main criteria to be positively ascertained for the safe and comfortable living of the inhabitants. Estimation of wind loads is more precise with gust factor method. Inter storey drift can be controlled through suitable structural system. The present investigation deals with the calculation of wind loads using static and gust factor method for a sixteen storey high rise building and results are compared with respect to drift. Structure is analyzed in STAAD Pro, with wind loads calculated by gust factor method as per IS 875-Part III with and without X- bracings at all the four corners from bottom to top.


[Image: download.png]
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:

http://forum.civilea.com/thread-27464.html
***************************************


This post has been made by CivilEA Post-Generator v2.2.0



[-] The following 13 users Like TAFATNEB's post:13 users Like TAFATNEB's post
  • blaze, vardan, sodapas, malc, faros3000, gulilero, andersen3, subin91, cace-01, Diquan, slowet, milova, ruaumoko
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  Seismic Demands on Steel Braced Frame Buildings with Buckling-Restrained Braces TAFATNEB 0 4,509 10-08-2014, 02:06 PM
Last Post: TAFATNEB
  Influence of Structural Parame ters to the Seismic Collapse Resistance of RC Frames i TAFATNEB 0 2,997 04-18-2014, 05:39 PM
Last Post: TAFATNEB
  Seismic Demands on Steel Braced Frame Buildings with Buckling-Restrained Braces TAFATNEB 1 3,972 11-28-2013, 12:06 PM
Last Post: andersen3
  Seismic design of steel structures with buckling-restrained knee braces asim99 1 4,062 04-06-2013, 06:49 PM
Last Post: arshiakh
  Stitch Spacing and Local Buckling in Seismic‐Resistant Double‐Angle Braces asim99 0 2,798 04-03-2013, 04:46 PM
Last Post: asim99
  Challenges in the computation of lower-bound buckling loads for tanks under wind pres asim99 0 2,808 04-02-2013, 11:39 PM
Last Post: asim99
  e-Analysis of High-Rise Buildings Subjected to Wind Loads ivanveliki 1 5,338 01-29-2012, 07:07 AM
Last Post: kvtasp

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode