Alternative approach to compute shear amplification in high‐rise reinforced concrete core wall buildings using uncoupled modal response history analysis procedure

T Mehmood, P Warnitchai, M Ahmed… - The Structural Design …, 2017 - Wiley Online Library
The seismic response of the high‐rise reinforced concrete (RC) wall structures is really
complicated as several vibration modes other than the fundamental mode normally …

Evaluation of Simplified Analysis Procedures for a High‐Rise Reinforced Concrete Core Wall Structure

A Rahman, QUZ Khan… - Advances in Civil …, 2019 - Wiley Online Library
Nonlinear response history analysis (NLRHA) procedure is one of the most precise and
accurate numerical method to compute the seismic demands of high‐rise structures but is …

A modified response spectrum analysis procedure to determine nonlinear seismic demands of high‐rise buildings with shear walls

FA Najam, P Warnitchai - The Structural Design of Tall and …, 2018 - Wiley Online Library
The standard response spectrum analysis (RSA) procedure prescribed in various design
codes is commonly used by practicing engineers to determine the seismic demands for …

Modified response spectrum analysis to compute shear force in tall RC shear wall buildings

K Khy, C Chintanapakdee, P Warnitchai… - Engineering …, 2019 - Elsevier
Among various analysis methods, response spectrum analysis (RSA) is widely used to
compute design forces of structures subjected to earthquake loading. Previous studies …

The cause of unproportionately large higher mode contributions in the inelastic seismic responses of high‐rise core‐wall buildings

A Munir, P Warnitchai - Earthquake Engineering & Structural …, 2012 - Wiley Online Library
In the conventional seismic design of high‐rise reinforced concrete core‐wall buildings, the
design demands such as design shear and bending moment in the core wall are typically …

Evaluation of seismic shear demands of RC core walls in Thailand determined by RSA Procedure

K Khy, C Chintanapakdee - Engineering Journal, 2017 - engj.org
ASCE 7 allows structural engineers to use Response Spectrum Analysis (RSA) procedure to
compute the seismic design forces of the structures. However, seismic shear demands of …

Seismic shear forces in shear walls of a medium-rise building designed by response spectrum analysis

K Leng, C Chintanapakdee, T Hayashikawa - Engineering Journal, 2014 - engj.org
Abstract According to ASCE7-05, response spectrum analysis (RSA) procedure can be used
to determine the seismic demands of the structures for the seismic design of any type of …

Identification of reasons for high inelastic seismic demands in high rise RC core wall buildings

P Warnitchai, A Munir - Procedia Engineering, 2011 - Elsevier
Recently, the issue of high inelastic seismic demands at severe ground shakings such as
MCE level has been highlighted in the conventionally designed high rise reinforced …

Improved response spectrum analysis procedure for design of reinforced concrete tall buildings

K Khy - 2018 - digital.car.chula.ac.th
Response spectrum analysis (RSA) procedure commonly used in design practice has been
found to underestimate design forces in tall buildings. Failure and damage of reinforced …

Simplified procedure for rapidly estimating inelastic responses of numerous high-rise buildings with reinforced concrete shear walls

P Suwansaya, P Warnitchai - Buildings, 2023 - mdpi.com
Nonlinear response history analysis (NLRHA) is considered the most accurate procedure for
evaluating the seismic performance of high-rise buildings. However, it requires considerable …