Influence of diagonal braces in RCC multi-storied frames under wind loads: A case stu
Current time: 04-24-2018, 04:01 AM
Users browsing this thread: 1 Guest(s)
Author: TAFATNEB
Last Post: TAFATNEB
Replies 0
Views 1139

Influence of diagonal braces in RCC multi-storied frames under wind loads: A case stu
#1
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
***************************************


[-] The following 13 users say Thank You to TAFATNEB for this post:
  • blaze, vardan, sodapas, malc, faros3000, gulilero, andersen3, subin91, cace-01, Diquan, slowet, milova, ruaumoko
Reply


Possibly Related Threads...
Thread Author Replies Views Last Post
Influence of Structural Parame ters to the Seismic Collapse Resistance of RC Frames i TAFATNEB 0 928 04-18-2014, 06:39 PM
Last Post: TAFATNEB
Challenges in the computation of lower-bound buckling loads for tanks under wind pres asim99 0 979 04-03-2013, 12:39 AM
Last Post: asim99
e-Analysis of High-Rise Buildings Subjected to Wind Loads ivanveliki 1 2,272 01-29-2012, 08:07 AM
Last Post: kvtasp
[ASCE] Methods of Calculating Wind Loads on Long‐Span Girder Bridges with Tall Piers mybest 0 1,449 11-27-2011, 08:40 AM
Last Post: mybest
MULTI-SCALE COMPUTATIONAL SIMULATION OF PROGRESSIVE COLLAPSE OF STEEL FRAMES yanburak 0 1,224 10-03-2010, 12:47 PM
Last Post: yanburak



Users browsing this thread: 1 Guest(s)