Results 11 to 20 of about 20,607,101 (285)

RETROFITTING PERFORMANCE OF REINFORCED CONCRETE ONE WAY SLAB

open access: yesJurnal Teknologi, 2016
Cracks in concrete structure have always been a big threat on the strength of the concrete. Crack is one of the common deterioration observed in reinforced concrete beams and slabs. Concrete cracking is a random process, highly variable and influenced by many factors.
Norliyati Mohd Amin   +3 more
openaire   +2 more sources

Partially prestressed concrete internal square panel [PDF]

open access: yes, 1986
This work is concerned with the general behaviour of an internal panel in a column supported multi-bay floor structure, under the influence of various prestressing tendon arrangements.
Lai, Hoke Sai
core   +7 more sources

Slab pull, slab weakening, and their relation to deep intra-slab seismicity [PDF]

open access: yes, 2005
Subduction zone seismicity is highly variable. Great earthquakes occur at few subduction zones around the world, with significant variation in size and frequency of deep events. Interactions between overriding and subducting plates and slab pull strength
Lithgow‐bertelloni, Carolina   +8 more
core   +1 more source

Complex anisotropy beneath the Peruvian flat slab from frequency-dependent, multiple-phase shear wave splitting analysis [PDF]

open access: yes, 2013
Flat or shallow subduction is a relatively widespread global occurrence, but the dynamics remain poorly understood. In particular, the interaction between flat slabs and the surrounding mantle flow has yet to be studied in detail.
Long, Maureen D., Eakin, Caroline M.
core   +1 more source

Anchored CFRP ropes for flexural capacity recovering of thermally damaged RC one-way slabs

open access: yesAlexandria Engineering Journal, 2023
The effectiveness of utilizing near surface mounted (NSM) ropes of carbon fiber reinforced polymers (CFRP) in restoring the mechanical performance of heat-damaged RC slabs were studied using anchored and un-anchored techniques.
Rajai Z. Al-Rousan
doaj   +1 more source

Evaluating the Embodied Carbon of One-Way Slab Strips

open access: yes
The global emphasis on reducing greenhouse gas emissions means that structural engineers, contractors, and architects are increasingly required to account for embodied carbon in their designs. This also provides engineers with an opportunity to optimize their designs with respect to embodied carbon by considering the carbon footprint of concrete and ...
Sheng, Zixuan
openaire   +2 more sources

MATHEMATICAL STRUCTURAL ANALYSIS OF ONE WAY RIBBED SLABS [PDF]

open access: yesJES. Journal of Engineering Sciences, 2011
Mathematical structural analysis of one way ribbed slabs was introducedin this paper. The results of this analysis are compared with the results ofthe finite element method by SAP program. In SAP program, the modelhas been divided to frame elements "to represent ribs and beams" andshell elements "to represent the slab and solid part".
M. H. Ahmed   +3 more
openaire   +1 more source

Modelling of reinforced concrete slab deflections at service loading [PDF]

open access: yes, 1994
Includes bibliographical references.Deflection under service loading is an important aspect of reinforced concrete slab design. Under-design can cause large deflections which can be expensive to repair, if at all possible.
Boting, Antony John
core   +1 more source

Influence of opening sizes on the flexural behavior of heat-damaged reinforced concrete slabs strengthened with CFRP ropes

open access: yesCase Studies in Construction Materials, 2022
This study investigated the flexural behavior of one-way RC slabs under different opening sizes and the CFRP ropes strengthening effect. Experimental testing was carried out on twenty-eight one-way slabs under the effect of square opening existence (with
Rajai Al-Rousan
doaj   +1 more source

Evaluation of YLT method to estimate the load carrying capacity of one-way patched reinforced concrete slab under concentrated load

open access: yesInternational Journal of Applied Mechanics and Engineering, 2023
An unsaturated polyester resin (UPR) mortar was applied to repair the damage to the tension zone's one-way reinforced concrete (RC) slabs. The load carrying capacity of the patched RC slab is of interest to justify the effectiveness of the repair.
Stefanus Adi Kristiawan   +4 more
doaj   +1 more source

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