C&C Generals Zero Hour v1.04 NoCD patch by Iguana/MegatecDate: 2005.05.02Notes:We Z:H addicts of Croatia waited and waited and waited but no crack for v1.04 appeared, none of the 2 existing mini images worked for meso I decided to do something about it. I have to thank iND for v1.03 patch without which this one probably wouldn't exist.Regards to all the generals out there! I salute you!Enjoy this excellent game!Install:1) copy to the safe place "generals.exe" & "game.dat" from your game dir (in case of more patches)2) copy "generals.exe" & "game.dat" from this archive to your game dir overwriting original files when prompted3) n-joy commanding your troopsSpecial greetings to the following generals: Cim - GLA toxin master, smelly ******* :) Crveni - the loverboy from capitol city =) Bimbo/PhoneLez - lay off the booze, stimulants aren't allowed :*) FoxxBL - The quick brown over-a-century old fox jumps over the lazy dog... :] Giovanni - Zhivio snoohshuy, ali zhivili Generalsi josh vishe! :) Shark - It's not the fight, it's the BITE... that counts! :] Emp(eror) - plochica po plochica, eto cijele bazice... :) Pingi - the man with the strongest right hand of them all :)And to all the other NEW guys in Z:H conflict: PatchKiller, Igi, Tantrum, Toma, Nemilostivi, BladeRunner... and all Croatian generals.Additional greetings to all "VT LAN Party" participants in VT/Croatia, all Megatec members, all the people I forgot and to YOU, general Sir. :)(Iguana/Megatec)
Generals Zero Hour 1.04 Patch Crack
Download File: https://byltly.com/2vI13f
Hello! I would really appreciate some help on this problem (see pic). Why the F is this sign showing, even after a clean reinstall and all(!) folders have been deleted. I've tried time and again, but the 1.04 patch won't install and I have the old version of C&CGZH (Deluxe version). What to do? Is it a registry problem (Windows 10)?
Well it says in the readme of KE (this is a direct extraction of the text of what it says it needs to run on ZH) "This modification will ONLY run on C&C Generals ZH, patched to version 1.02" so if only one could make a ZH 1.04 version of the mod I don't see how else it can be depatched to 1.02 for TFD ZH, oh well. Thanks for the support though everyone, I mean it.
Nonsense. I know that if you put a cracked .exe ONLY (not game.dat) of the version 1.00, and then patch it to 1.04, it will still work. Generals and post-Generals games have the .exe only to run the .dat or .skudef files, they're not programmed like the classics. If you put a cracked 1.00 game.dat and then try patching it to 1.04, it won't work, as it will not be recognized by the patch program.
Thanks so much for helping me out you guys, I really do appreciate it and i'm sure other TFDers will as well and I mean it. Also i'm just clarifying that I do indeed have the TFD installer disc (non-pirated) yet I have the TFD-103 rev 4 patch so I don't need the stupid TFD disc inserted to run ZH and whatnot plus it also runs the movies/cutscenes that are cut from the automatic TFD installation including C&C TD and RA. XP I would gladly uninstall it and reinstall it so that it would revert back to ol' 1.04 but I need a way to change it to 1.02 so KE will run properly as the marauder and scout bugs still remain and it crashes everytime it is built by either the AI or human player and even when it pre-exists on a certain map(s) so yeah. I would LOVE to use KE as it seems the final chinese mission of ZH won't run on most popular mods including ZH Reborn which kicks major ass but if I found out how to revert my ZH to 1.02 i'm sure KE would run on ZH perfectly as I can see why it doesn't work for the final chinese mission as there is Marauder tanks that pre-exist in the starting cutscene that makes KE crash every time I load the auto-save for the final chinese mission but if ZH were patched to 1.02 i'm sure KE would run all perfectly, even on the final chinese mission. ^^ I can wait for as long as you possibly need to have time to search for a possible TFD ZH 1.02 patcher of some sort that can work, truly. Again, thanks so much you guys, no lie.
As for a solution without a no-cd patch i don't believe there is one. Windows 10 doesn't support the driver that is used by C&C generals to lock down the game. Until EA or Microsoft makes a patch / releases a fix for it i think this is your only bet.
Tried to install it (Windows 7) but disc1 could not be read because block 800ish was unreadable. So I used "CDCheck" and was able to create an image of my disks, mount them into Daemon Tools Lite and install the game from the image, entering my hardly readable/bleached out CD key. Then I succesfully patched the game to 1.04
However when I try to log in I get the error "cannot connect to generals zero hour online". (Entering a wrong cnc-online.net password gives the error wrong password so at least he recognizes the account but then fails)
Hey guys I have windows 8 64 bit OS and after few nights doing research on zh error at startup, I was finally able to run the game =D. I did a lot of things such as creating the options.ini folder, deleting the dbghelp.dll file on C&C Zero-Hour folder in your Program Files, and installed the Microsoft Visual C++ 2008 Redistributable Package (x86). Important: On zero hour properties, uncheck the compatibility mode and do not run on administrator!
1st ISSUE: I'm running win7 on an icore7 8 Gig RAM DDR3 machine 1600 x1200 resolution, since it does not support WinXP; I am forced to use Win7. Since then, I have had nothing but issues on getting programs to run correctly without glitches. I loaded C&C ZH with patch 1.04 (clean install) and it runs, then as soon as I install New Tech Mod, I get that annoying Overheat "catch all"error. I have made several copies of the C&C ZH w/1.04patch so I can experiment with options.
Coupled dilatancy-diffusion processes resulting from microscopically brittle damage due to precursory cracking have been observed in the laboratory and suggested as a mechanism for earthquake precursors. One reason precursors have proven elusive may be the scaling in space: recent geodetic and seismic data placing strong limits on the spatial extent of the nucleation zone for recent earthquakes. Another may be the scaling in time: recent laboratory results on axi-symmetric samples show both a systematic decrease in circumferential extensional strain at failure and a delayed and a sharper acceleration of acoustic emission event rate as strain rate is decreased. Here we examine the scaling of such processes in time from laboratory to field conditions using brittle creep (constant stress loading) to failure tests, in an attempt to bridge part of the strain rate gap to natural conditions, and discuss the implications for forecasting the failure time. Dilatancy rate is strongly correlated to strain rate, and decreases to zero in the steady-rate creep phase at strain rates around 10-9 s-1 for a basalt from Mount Etna. The data are well described by a creep model based on the linear superposition of transient (decelerating) and accelerating micro-crack growth due to stress corrosion. The model produces good fits to the failure time in retrospect using the accelerating acoustic emission event rate, but in prospective tests on synthetic data with the same properties we find failure-time forecasting is subject to systematic epistemic and aleatory uncertainties that degrade predictability. The next stage is to use the technology developed to attempt failure forecasting in real time, using live streamed data and a public web-based portal to quantify the prospective forecast quality under such controlled laboratory conditions.
Empirical mechanistic models have been applied to the description of the stress and strain rate upon failure for heterogeneous materials. The behaviour of porous rocks and their analogous two-phase viscoelastic suspensions are particularly well-described by such models. Nevertheless, failure cannot yet be predicted forcing a reliance on other empirical prediction tools such as the Failure Forecast Method (FFM). Measurable, accelerating rates of physical signals (e.g., seismicity and deformation) preceding failure are often used as proxies for damage accumulation in the FFM. Previous studies have already statistically assessed the applicability and performance of the FFM, but none (to the best of our knowledge) has done so in terms of intrinsic material properties. Here we use a rheological standard glass, which has been powdered and then sintered for different times (up to 32 hours) at high temperature (675C) in order to achieve a sample suite with porosities in the range of 0.10-0.45 gas volume fraction. This sample suite was then subjected to mechanical tests in a uniaxial press at a constant strain rate of 10-3 s-1 and a temperature in the region of the glass transition. A dual acoustic emission (AE) rig has been employed to test the success of the FFM in these materials of systematically varying porosity. The pore-emanating crack model describes well the peak stress at failure in the elastic regime for these materials. We show that the FFM predicts failure within 0-15% error at porosities >0.2. However, when porosities are 100%. We interpret these results as a function of the low efficiency with which strain energy can be released in the scenario where there are few or no heterogeneities from which cracks can propagate. These observations shed light on questions surrounding the variable efficacy of the FFM applied to active volcanoes. In particular, they provide a systematic
In this contribution we describe the accelerated creep stage and early warning system of a 210'000 m3 rock slope failure that occurred in May 2012 above the village of Preonzo (Swiss Alps). The very rapid failure occurred from a larger and retrogressive instability in high-grade metamorphic ortho-gneisses and amphibolites with a total volume of about 350'000 m3 located at an alpine meadow called Alpe di Roscioro. This instability showed clearly visible signs of movements since 1989 and accelerated creep with significant hydro-mechanical forcing since about 1999. Because the instability at Preonzo threatened a large industrial facility and important transport routes a cost-effective early warning system was installed in 2010. The alarm thresholds for pre-alarm, general public alarm and evacuation were derived from 10 years of continuous displacement monitoring with crack extensometers and an automated total station. These thresholds were successfully applied to evacuate the industrial facility and close important roads a few days before the catastrophic slope failure of May 15th, 2012. The rock slope failure occurred in two events, exposing a planar rupture plane dipping 42 and generating deposits in the mid-slope portion with a travel angle of 38. Two hours after the second rockslide, the fresh colluvial deposits became reactivated in a devastating de-bris avalanche reaching the foot of the slope. 2ff7e9595c
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