Comparative Response Assessment of Different Frames with Diagonal Bracings Under Lateral Loading

Güneyisi, Esra Mete; Muhyaddin, Guler Fakhraddin

doi:10.1007/s13369-014-1021-y

Cited by 6 publications

(2 citation statements)

References 23 publications

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“…The values are taken as per FEMA-356 tables. These plastic hinges were provided at the midpoint of the braces, at both the ends for beams and columns [14]. Monotonic displacement controlled lateral loading was provided on the structures which were increased till the structure reaches its ultimate condition.…”

Section: Non-linear Analysis Methodologymentioning

confidence: 99%

Seismic Response Assessment of Stiffened RCC Frames Located in Gujarat

A*,

2020

IJRTE

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Past earthquakes in India, China, Nepal and other nations convey that abundant medium to high rise structures suffered major damages, comprising of life and safety of the people. This research compares the seismic response of RCC frames incorporated with different steel bracing systems that are located in Gujarat. The structural performances of the different bracing systems are analyzed for storey heights of 8, 12 and 16 considering the earthquake data of Bhuj. Diverse Structural Configurations like X-Braced Frames (XBFs), V-Braced Frames (VBFs), Inverted V-Braced Frames (IVBFs) and Moment Resisting Frames (MRFs) were taken under study. Three bayed frames with steel braces incorporated in the exterior frames are taken under consideration. The structural responses of these frames in terms of base shear vs. displacement, hinge formation, storey displacements, global damage index, overstrength factor and design factor were studied through pushover analysis. The roof displacement vs. time parameter was evaluated using timehistory analysis.

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Section: Non-linear Analysis Methodologymentioning

confidence: 99%

Seismic Response Assessment of Stiffened RCC Frames Located in Gujarat

A*,

2020

IJRTE

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“…During the structural design innovation period, many lateral load resisting models have been developed like the outrigger braced structures in connection with surrounding belt truss and many different framed tube models like tube-in-tube, partially braced tube-tube, and bundled tube models which provide an economical high-rise structure designs with different heightwidth ratios [7][8][9][10].…”

Section: Introductionmentioning

confidence: 99%

Yüksek Katlı Betonarme Binalarda Yanal Yük Dayanım Sistemleri

Nassani¹

2020

European Journal of Science and Technology

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An efficient and economical tall building cannot be designed without a thorough understanding of the significant factors affecting the selection of the structural system and knowledge of how the structural system will interrelate with architectural, mechanical and other aspects. In this study, structural analyses were performed to compare the structural response of different types of lateral load resisting systems (moment-resisting frame system, shear wall system, dual system and framed tube system) under effect of seismic and wind loads using the structural program ETABS. The building consists of 28 stories with area of 625m² (25m x 25m). Storey displacements were evaluated for all lateral load resisting systems. Among the types of lateral load resisting systems, dual system showed a very suitable structural response for this height and did not exceed the limitation values.

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Seismic Performance Assessment of Commonly Used Structural Systems and Retrofitting Techniques Using Pushover Analysis

Baderkhan

Lotfy

2021

Design and Construction of Smart Cities

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Comparative Response Assessment of Different Frames with Diagonal Bracings Under Lateral Loading

Cited by 6 publications

References 23 publications

Seismic Response Assessment of Stiffened RCC Frames Located in Gujarat

Seismic Response Assessment of Stiffened RCC Frames Located in Gujarat

Yüksek Katlı Betonarme Binalarda Yanal Yük Dayanım Sistemleri

Seismic Performance Assessment of Commonly Used Structural Systems and Retrofitting Techniques Using Pushover Analysis

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