I use ableton 9.0.1 64 bit and Jbridge realy saved my life with sylenth1!!!p.s if your having problems with sylenth in windows 8.1 and jbridge look for sylenth1 win 8 fix:)that one works???thumbs up for jbridge!!!!
I am able to use Broomstick Bass in Pro Tools 12, Windows 8 64-bit environment!!! BB is awesome!! Thank you!!! I downloaded Bluecataudio aax and then jbridged 32-bit Broomstick! Hoo Aaah!!! Nothing else out there like Broomstick so I am over the moon!!! Broomstick lives!!!
Just wanted to let you all know that I started using jbridge in July 2015 with Cubase 8 and managed to get all my old VST to work. Once I had a smooth work flow going it was pain free to install and test each VST. This is a perfect and stable solution to retain your old plug ins with your new DAW.
I just installed jbridge 1.75 for Studio One 5 and I have to say so far, it works perfectly wrapping my older 32bit VSTs. Thank you for this product and I as soon as I get done testing, I will be buying the full product as it is a lifesaver.
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jbridge is a very handy tool which can be used for converting 32 bit plugins to 64 bit plugins and later use them in the modern audio environment. The installation process is jBridge is very simple quick. You can also download Serato Sample VST Plugin.
Despite the album debuting at number one on the Billboard 200 and becoming Blige's fourth consecutive UK top ten album, Love & Life's lead-off single, the Diddy-produced "Love @ 1st Sight", which featured Method Man, barely cracked the top ten on the Hot R&B/Hip-Hop Songs, while altogether missing the top twenty on the Hot 100 (although peaking inside the UK top twenty). The following singles, "Ooh!", "Not Today" featuring Eve, "Whenever I Say Your Name" featuring Sting on the international re-release, and "It's a Wrap" fared worse. Although the album was certified platinum, it became Blige's lowest-selling at the time. Critics and fans alike largely panned the disc, citing a lack of consistency and noticeable ploys to recapture the early Blige/Combs glory. Blige and Combs reportedly struggled and clashed during the making of this album, and again parted ways upon the completion of it.
The experimental results from the fatigue test performed by Apostolopoulos  and Li  indicated that the number of fatigue cycles of steel bars/cables decreases significantly with the increase of corrosion damage. Sun et al.  found that the stress-strain curve of corroded steel bars presented significant changes after fatigue and proposed a quantitative constitutive model based on the experimental results. However, very few studies considered the influence of pitting corrosion on the fatigue behavior of reinforcing bars. Fernandez et al.  identified that the corrosion pit depth has a much greater impact on the fatigue life than the pit length. A mechanical model was also presented to evaluate the effect of corrosion on fatigue behavior, where corrosion was implemented by an idealized pitted cross-section with double cross-section reduction . In practical engineering, corrosion pits act more like notches because the pitting geometry is usually not the same as mathematically sharp cracks. Nakamura et al.  conducted a fatigue test using different shaped notches as the initial profiles of corrosion pits, which indicated that notch shape is a major factor reducing the fatigue strength of steel bars. Cerit et al.  established a three-dimensional model of corrosion pits using the finite element method by assuming the pit geometry has a semi-elliptical profile and by determining that pit aspect ratio is a major parameter affecting stress concentration factor. However, the precision of the simulation largely depends on the input parameters used in the model, and the pitting corrosion-induced stress concentration influence needs further verification. Ma et al.  proposed an empirical model of the stress concentration factor under different corrosion loss conditions, where the corrosion loss was represented by a mass loss of steel bars. The influence of the geometrical shape of the corrosion pit was not considered.
Ultra-high-performance Concrete (UHPC) has a wide range of potential civil engineering applications, owing to its excellent mechanical properties and durability. To investigate the bending behavior of reinforced UHPC components, nine reinforced UHPC deck specimens were tested by conducting four-point bending experiments. The crack development, load-carrying capacity, and strain distribution were observed, and the tests results revealed that the introduction of steel fibers into UHPC obviously improved the structure's toughness and crack resistance. Based on the tests results, a theoretical formula was derived for calculating the bending stiffness of the UHPC decks during the entire loading process, which was divided into three representative stages based on the initial cracking and yielding. The results for the load-deflection response obtained by the formulas are in good agreement with the experimental results.
Figure 6. Crack development of all sets. (A) Overall crack development for reinforced UHPC panel. (B) Nominal stress under different crack widths of all sets. 1e1e36bf2d