International Journal of Science and Research (IJSR)

International Journal of Science and Research (IJSR)
Call for Papers | Fully Refereed | Open Access | Double Blind Peer Reviewed

ISSN: 2319-7064


Downloads: 170 | Views: 353

Research Paper | Civil Engineering | Iraq | Volume 7 Issue 1, January 2018 | Popularity: 6.8 / 10


     

Effects of P-Delta and Concrete Cracking on Modal Analysis for the Seismic Response of High Rise Reinforced Concrete Buildings

Rafaa M. Abbas, Ruaa A. Abdulhameed


Abstract: This paper aims to study the effect of concrete cracking and the second-order geometric effect of P-Delta on the modal analysis for the seismic response of high rise reinforced concrete buildings. High rise reinforced concrete building models with different heights up to 50 stories are employed. To achieve this goal, the finite element code ETABS is used to analyze the structural dynamic behavior of the reinforced concrete building models when P-Delta and concrete cracking is accounted for. Different aspects of modes of vibration from modal analysis are examined including time-properties, participating factors and participation mass ratios. The study shows that time periods of vibration elongated when concrete cracking and second order effects of P-Delta are accounted for in the analyses. Generally, results show that modal analysis are significantly affected by concrete cracking and to a lesser extent by P-Delta analyses. P-Delta effects on periods and frequencies of modes of vibration are related to building height, unlike concrete cracking effect, and for buildings with less than 20 story height P-Delta effect can be neglected. Furthermore, results of the study indicate that buildings with cracked concrete sections require additional number of modes than buildings with uncracked section properties to achieve modal participation mass ratio not less than 90 %, and thus sufficient number of vibration modes are included in the analyses, whereas P-Delta analysis has negligible effect on the minimum number of modes required. The paper recommends that the P-Delta and concrete cracking effects be evaluated for tall-building systems as part of an overall assessment of their free vibration response.


Keywords: Modal Analysis, P-Delta effect, Cracked Concrete, Seismic Analysis, High-rise Buildings


Edition: Volume 7 Issue 1, January 2018


Pages: 363 - 371



Make Sure to Disable the Pop-Up Blocker of Web Browser




Text copied to Clipboard!
Rafaa M. Abbas, Ruaa A. Abdulhameed, "Effects of P-Delta and Concrete Cracking on Modal Analysis for the Seismic Response of High Rise Reinforced Concrete Buildings", International Journal of Science and Research (IJSR), Volume 7 Issue 1, January 2018, pp. 363-371, https://www.ijsr.net/getabstract.php?paperid=ART20179282



Similar Articles

Downloads: 1 | Weekly Hits: ⮙1 | Monthly Hits: ⮙1

Research Paper, Civil Engineering, India, Volume 11 Issue 5, May 2022

Pages: 337 - 341

A Review on High Rise Building with Shear Wall under Seismic Loading

C. R. Urkude, P. G. Atole, G. P. Chavan, R. B. Pawar, D. W. Gawatre

Share this Article

Downloads: 1 | Weekly Hits: ⮙1 | Monthly Hits: ⮙1

Comparative Studies, Civil Engineering, Kenya, Volume 12 Issue 4, April 2023

Pages: 1647 - 1651

Using Wood-Ash in Cement Stabilization of Highly Expansive Soils for High-Rise Building Construction

Joel Kimarai

Share this Article

Downloads: 1 | Weekly Hits: ⮙1 | Monthly Hits: ⮙1

Research Paper, Civil Engineering, India, Volume 13 Issue 8, August 2024

Pages: 1783 - 1788

A Proactive and Positive Safety Mindset for Construction of High Rise building

Ibrahim Ali Abograra Nasar, Hassan Hossin Jbril Masoud

Share this Article

Downloads: 5 | Weekly Hits: ⮙1 | Monthly Hits: ⮙1

Research Paper, Civil Engineering, India, Volume 2 Issue 6, June 2013

Pages: 480 - 484

Flexural Behavior of Reinforced Concrete Beam Using Coconut Shell and Fly Ash

M. Senthilkumar, N. Sivakami

Share this Article

Downloads: 12 | Weekly Hits: ⮙1 | Monthly Hits: ⮙1

Research Paper, Civil Engineering, India, Volume 10 Issue 5, May 2021

Pages: 294 - 300

By using ETABS, Study and Design the Lateral Resistance System to Reducing the Displacement in Multistory Buildings

Mustafa Mushtaq

Share this Article



Top