Results 81 to 90 of about 855 (200)

Overstrength and Response Modification Factor in Low Seismicity Regions

open access: yesJournal of the Earthquake Engineering Society of Korea, 2006
Seismic design codes are mainly based on the research results for the inelastic response of structures in high seismicity regions. Since wind loads and gravity loads may govern the design in low seismicity regions in many cases, structures subjected to design seismic loads will have larger overstrength compared to those of high seismicity regions ...
openaire   +2 more sources

Evaluation of Seismic Design Factors in Reinforced Concrete Shear Wall Buildings Located on Sloping Terrain Using FEMA P695 Methodology

open access: yesApplied Sciences
Currently, seismic-resistant design is carried out by applying codes that are periodically updated based on research findings and lessons learned from major seismic events.
Juan C. Vielma   +2 more
doaj   +1 more source

Seismic Performance and Failure Mechanism of Megabraced Frame-Core Tube Structures with Different Brace Patterns

open access: yesAdvances in Civil Engineering, 2018
The effect of mega braces on structural stiffness has been comprehensively discussed for various megabraced frame-core tube structures. However, few studies have considered how mega braces affect the failure mechanism of mega structures exposed to ...
Zuohua Li   +3 more
doaj   +1 more source

Capacity Design of Bridge Piers and the Analysis of Overstrength

open access: yes, 1998
The capacity design philosophy has now become the design norm for the seismic design of most structural systems. For bridge systems, this means it is necessary to assess the overstrength capacity of columns prior to proceeding with the design of the ...
Mander, John B.   +2 more
core  

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  

Faktor overstrength pada penampang balok beton pratekan parsial

open access: yes, 1991
Baja tulangan dan baja prategang serta beton pada umumnya mempunyai kekuatan aktual lebih tinggi dari yang dispesifikasikan, bahkan menunjukkan adanya peningkatan kekuatan yang cukup tinggi akibat "strain-hardening" yang terjadi sesaat setelah baja ...
, Sukotjo, Santoso, Budi
core  

Impact of Construction Material Properties Variability on the Seismic Fragility Assessment of RC Structures in Bucharest

open access: yesBuildings
This study investigates how historical variability in construction materials influences the seismic fragility of reinforced concrete (RC) buildings in Bucharest.
Florin Pavel, Lucian Petru Florescu
doaj   +1 more source

The effect of reinforcement strength on the overstrength factor for reinforced concrete beams

open access: yes, 2011
The design of earthquake resistant structures in New Zealand is based around the philosophy known as capacity design. In order for this philosophy to be successfully applied, it is essential that the flexural overstrength factor is appropriately defined.
Ingham, Jason, Brooke, NJ
core  

Prediction of the flexural overstrength factor for steel beams using artificial neural network

open access: yes, 2014
The flexural behaviour of steel beams significantly affects the structural performance of the steel frame structures. In particular, the flexural overstrength (namely the ratio between the maximum bending moment and the plastic bending strength) that ...
D'Aniello, Mario   +6 more
core   +1 more source

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