Results 101 to 110 of about 442 (179)
Investigating the influencing factors on the behavior of composite shear walls with an opening
Shear walls are widely used as lateral load-resisting systems in tall structures; however, reinforced concrete shear walls lead to excessive thickness and weight, while steel shear walls suffer from premature buckling and limited energy dissipation.
Mohammad Meghdadian, Mansour Ghalehnovi
doaj +1 more source
Experimental Study of Flexural Performance of UHPC-NC Laminated Beams Exposed to Fire. [PDF]
Zhou T, Sheng X.
europepmc +1 more source
SNI 03-2847-1992 telah mengalami perubahan menjadi SNI 03-2847- 2002. Salah satu perubahan yang cukup signifikan adalah pada faktor pembesaran jumlah momen nominal kolom terhadap jumlah momen nominal balok (overstrength factor kolom) yang berkurang dari ...
Adidjaja, Arif Darmawan +1 more
core
SNI 03-2847-1992 telah mengalami perubahan menjadi SNI 03-2847-2002. Salah satu perubahan yang cukup signifikan adalah pada faktor pembesaran jumlah momen nominal kolom terhadap jumlah momen nominal balok (overstrength factor kolom) yang berkurang dari 1,
Djojo, Anton Honggo +1 more
core
Optimal Design of Seismic Resistant RC Columns. [PDF]
Foraboschi P.
europepmc +1 more source
Evaluation of Appropriate Hysteresis Model for Nonlinear Dynamic Analysis of Existing Reinforced Concrete Moment Frames. [PDF]
Son JK, Lee CH.
europepmc +1 more source
The Realization of Clinker-Reduced, Performance-Based Sustainable Concrete by the Micro-Filler, Eco-Filler Concept. [PDF]
Juhart J +3 more
europepmc +1 more source
Ductility and overstrength of dowelled LVL and CLT connections under cyclic loading
This paper presents an experimental study on ductility and overstrength of dowelled connections. Connection ductility and overstrength derived from monotonic testing are often used in timber connection design in the context of seismic loading, based on ...
Ottenhaus, Lisa-Mareike +3 more
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Self-Centering Steel-Timber Hybrid Shear Wall: Experimental Test and Parametric Analysis. [PDF]
Cui Y, Chen F, Li Z, Qian X.
europepmc +1 more source
Overstrength factor for low-rise RC building
Access is limited to UniMAP community.This research focuses on the application of these sets of new design codes (Eurocode) in the form of spreadsheets from Microsoft Excel for the purpose of analyzing and designing of reinforced concrete elements ...
Muhammad Firdaus, Abdul Rahman
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