Results 81 to 90 of about 442 (179)

A Novel Statistical Model for Link Overstrength

open access: yes, 2014
The Eccentrically Braced Frame (EBF) has both high ductility and high stiffness characteristics. The key member of the EBF is the link, which acts as a sacrificial fuse by dissipating seismic energy.
Vemuri, J P, Jaya Prakash Vemuri
core   +1 more source

An evaluation of overstrength factor of seismic designed low rise RC buildings

open access: yes, 2012
Malaysian Technical Universities Conference on Engineering and Technology (MUCET) 2012 organised by technical universities under the Malaysian Technical Universities Network (MTUN), 20th - 21st November 2012 at Hotel Seri Malaysia, Kangar, Perlis.This ...
Mohd Zulham Affandi, Mohd Zahid   +2 more
core  

Effect of Building Configuration on Overstrength Factor and Ductility Factor

open access: yes
It is important for the structure to be economical and still have a high level of life safety. The lateral force sustained by the structures during a large earthquake would be several times larger than the lateral force for which the structures are designed. This is opposite to the fact that design loads such as gravity in codes are usually higher than
Sagun Kandel   +2 more
openaire   +1 more source

Evaluasi overstrength factor pada kolom untuk struktur beton bertulang beraturan wilayah 2 peta gempa Indonesia. Studi kasus : bangunan 6 lantai dengan beberapa variasi lebar bentang

open access: yes, 2009
Perubahan SNI 0328471992 menjadi SNI 0328472002 membawa perubahan pada nilai rasio jumlah momen nominal kolom terhadap balok (overstrength factor) dari sekitar 1,625 menjadi 1,2.
Gunawan, Yohan Prasetyo, Prayogo, Doddy
core  

Statistical analysis of seismic behaviour of steel frames: Influence of overstrength

open access: yes, 1996
The influence of structural overstrength on the seismic behaviour of steel structures and on the assessment of the q-factor has been studied by means of a suitable procedure, based on the selection of a significant set of homogeneous historical ...
CALDERONI, BRUNO   +9 more
core   +1 more source

Overstrength in seismic design of cold-formed steel framed shear walls [PDF]

open access: yes, 2020
The objective of this paper is to re-assess seismic overstrength for cold-formed steel-framed shear walls in light of a recently compiled database of cold-formed steel shear wall tests and consistent with current practice established in ASCE 7 and AISI ...
Zhang, Zhidong   +2 more
core  

Assessment of Redundancy Factors for the Seismic Design of Special Moment Resisting Reinforced Concrete Frames

open access: yesLatin American Journal of Solids and Structures
A parametric study devoted to assess the impact of increasing the structural redundancy in ductile reinforced concrete (RC) moment framed buildings is presented. Among the studied variables were the number of stories and the number of bays.
Arturo Tena-Colunga   +1 more
doaj   +1 more source

Evaluation of Overstrength Factors for Partially-Restrained Steel Frames

open access: yes, 1998
Overstrength and response modification factors are commonly used in seismic codes/specifications to establish lateral loads that simulate earthquake loading.
Gillis, Kelly Diane
core  

ESTIMATING OF OVERSTRENGTH FACTOR OF CONCENTRICALLY X-BRACED STEEL FRAMES [PDF]

open access: yesProceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2015
T. Branci, D. Yahmi
openaire   +1 more source

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