Results 81 to 90 of about 442 (179)
A Novel Statistical Model for Link Overstrength
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
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An evaluation of overstrength factor of seismic designed low rise RC buildings
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
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Effect of Building Configuration on Overstrength Factor and Ductility Factor
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
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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
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Statistical analysis of seismic behaviour of steel frames: Influence of overstrength
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
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Overstrength in seismic design of cold-formed steel framed shear walls [PDF]
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
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Nonlinear analysis of reinforced concrete buildings with different heights and floor systems. [PDF]
Abd-Elhamed A, Mahmoud S, Alotaibi KS.
europepmc +1 more source
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
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]
T. Branci, D. Yahmi
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