[vc_row css_animation=”fadeInUp”][vc_column css_animation=”fadeInUp”][cms_heading title=”PATLAYICI \u0130LE YIKIM” cms_template=”cms_heading–layout2.php”][cms_fancybox_single description_item=”\u00dclkemizde, kentsel d\u00f6n\u00fc\u015f\u00fcm kapsam\u0131nda y\u0131k\u0131lmas\u0131 s\u00f6z konusu olan milyonlarca bina bulunmaktad\u0131r. \u00d6zellikle y\u00fcksek katl\u0131 binalar\u0131n klasik y\u00f6ntemlerle y\u0131k\u0131m\u0131n\u0131n uzun s\u00fcrede ger\u00e7ekle\u015fmesi sonucu \u00e7evreye verilen rahats\u0131zl\u0131k, y\u00fcksek maliyet ve emniyetsiz \u00e7al\u0131\u015fma \u015fartlar\u0131n\u0131 beraberinde getirmektedir. Bu nedenle daha pratik y\u00f6ntemlerin aray\u0131\u015f\u0131na gidilmi\u015ftir. Bunun sonucunda, \u00fclkemizde hen\u00fcz uygulanmaya ba\u015flayan ve Ekim 2014\u2019te y\u00fcr\u00fcrl\u00fc\u011fe giren \u201cYap\u0131lar\u0131n Tam ve K\u0131smi Y\u0131k\u0131m\u0131 \u0130\u00e7in Uygulama Kurallar\u0131\u201d TS13633 standard\u0131nda belirtilen kontroll\u00fc patlatma ile yap\u0131 y\u0131k\u0131m\u0131 g\u00fcndeme gelmi\u015ftir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Patlatma ile y\u0131k\u0131m metodu, alt katlarda mevcut olan ta\u015f\u0131y\u0131c\u0131 elemanlar\u0131n patlay\u0131c\u0131 kullan\u0131larak par\u00e7alanmas\u0131 ile geri kalan ta\u015f\u0131y\u0131c\u0131 elemanlar\u0131n artan bas\u0131n\u00e7 ve\/veya moment y\u00fck\u00fc kar\u015f\u0131s\u0131nda yenilmesi sonucu yap\u0131n\u0131n y\u0131k\u0131lmaya ba\u015flamas\u0131 prensibine dayan\u0131r.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Binan\u0131n kontroll\u00fc patlatma ile y\u0131k\u0131lmas\u0131nda, genel bir tasar\u0131m \u00f6nerisi sunulamaz. \u00c7\u00fcnk\u00fc; \u00e7evresel fakt\u00f6rler (kom\u015fu yap\u0131lar) ile bina \u00f6zellikleri (konumu, plan\u0131, malzeme \u00f6zellikleri vs.) her bir bina i\u00e7in farkl\u0131l\u0131k g\u00f6stermektedir. Bina \u00f6zellikleri ile \u00e7evresel fakt\u00f6rler dikkate al\u0131narak, amaca uygun y\u0131k\u0131m tasar\u0131m\u0131 \u00f6nerilmelidir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Yap\u0131lar\u0131n, patlatma ile kontroll\u00fc y\u0131k\u0131m\u0131 i\u00e7in iki y\u00f6ntem uygulanmaktad\u0131r. \u0130lki; yap\u0131n\u0131n a\u011f\u0131rl\u0131k merkezinin de\u011fi\u015ftirilmesi sonucu yana devrilmesidir. \u0130kincisi ise; yap\u0131n\u0131n ta\u015f\u0131y\u0131c\u0131 elemanlar\u0131ndan bir k\u0131sm\u0131n\u0131n ta\u015f\u0131y\u0131c\u0131 \u00f6zelli\u011fini yitirmesi ile di\u011fer yap\u0131 elemanlar\u0131n\u0131n artan y\u00fck kar\u015f\u0131s\u0131nda deforme olmas\u0131 sonucu yap\u0131n\u0131n bulundu\u011fu s\u0131n\u0131rlar i\u00e7erisinde \u00e7\u00f6kmesidir. Bu iki metodun birlikte kullan\u0131ld\u0131\u011f\u0131 uygulamalar da g\u00f6r\u00fclmektedir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Edirne Kap\u0131kule G\u00fcmr\u00fck Lojmanlar\u0131 patlay\u0131c\u0131 ile y\u0131k\u0131m y\u00f6ntemi ile a\u015fa\u011f\u0131da \u00f6rnek g\u00f6sterilmi\u015ftir.<\/p>\n
\u015eekil 1 (a ve b) ve 2 (a ve b)\u2019de bu iki y\u00f6ntemin \u00f6rnek model \u00fczerinde uygulanmas\u0131 ile bina davran\u0131\u015f modeli s\u0131ras\u0131yla sunulmu\u015ftur.” cms_template=”cms_fancybox_single.php”][vc_zigzag][vc_hoverbox image=”2280″ primary_title=”\u015eEK\u0130L 1″ hover_title=”Betonarme Binan\u0131n Kendi \u0130\u00e7ine \u00c7\u00f6kertilmesi” shape=”round” hover_background_color=”custom” el_width=”50″][\/vc_hoverbox][vc_zigzag][vc_hoverbox image=”2282″ primary_title=”\u015eEK\u0130L 2″ hover_title=”Betonarme Binan\u0131n Yana Devrilmesi” shape=”round” hover_background_color=”custom” el_width=”50″][\/vc_hoverbox][vc_zigzag][cms_fancybox_single description_item=”Yap\u0131 y\u0131k\u0131m\u0131nda genellikle y\u00fcksek hassasiyetli dinamitler, T.N.T. ve RDX ile PETN i\u00e7erikli plastik patlay\u0131c\u0131lar kullan\u0131lmaktad\u0131r. Y\u00fcksek hassasiyetli dinamitler, beton veya betonarme malzemeler i\u00e7in tercih edilirken, lineer \u015fekilli plastik patlay\u0131c\u0131lar \u00e7elik malzemelerin y\u0131k\u0131m\u0131nda tercih edilirler.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Beton veya betonarme malzemede patlay\u0131c\u0131lar, yap\u0131 eleman\u0131nda a\u00e7\u0131lan delikler i\u00e7erisine yerle\u015ftirilirken \u00e7elik yap\u0131larda patlay\u0131c\u0131, yap\u0131 eleman\u0131n\u0131n y\u00fczeyine yerle\u015ftirilir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”S\u0131k\u0131lama i\u00e7in ka\u011f\u0131t, kum, bal\u00e7\u0131k, toprak ve s\u0131va kullan\u0131labilir. Y\u00fczeysel patlay\u0131c\u0131lar\u0131n s\u0131k\u0131lanmas\u0131nda kum torbalar\u0131 veya kontrplak ve dayan\u0131kl\u0131 kuma\u015flar birlikte kullan\u0131labilir. Y\u00fczeysel patlatmalarda \u015farj\u0131n yap\u0131 eleman\u0131 ile s\u0131k\u0131 temas etmesi, \u015farj\u0131n da \u00fczerinde s\u0131k\u0131lama olmas\u0131 patlama performans\u0131nda pozitif rol oynar.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Patlatma kaynakl\u0131 \u00e7evresel etkiler; par\u00e7a savrulmas\u0131, yer sars\u0131nt\u0131s\u0131, g\u00fcr\u00fclt\u00fc ve toz olu\u015fumudur.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Par\u00e7a savrulmas\u0131ndan olu\u015fabilecek hasar\u0131n \u00f6n\u00fcne ge\u00e7mek ad\u0131na patlay\u0131c\u0131 yerle\u015ftirilen yap\u0131 elemanlar\u0131 jeotekstil malzeme ve tel \u00f6rg\u00fc ile sar\u0131lmal\u0131d\u0131r. Bununla birlikte, binan\u0131n y\u0131k\u0131m esnas\u0131nda enkaz alan\u0131 d\u0131\u015f\u0131na par\u00e7a savrulmas\u0131na imkan veren a\u00e7\u0131k k\u0131s\u0131mlar\u0131 da jeotekstil malzeme ve tel \u00f6rg\u00fcler ile \u00e7evrelenmelidir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”G\u00fcr\u00fclt\u00fcden olu\u015fabilecek rahats\u0131zl\u0131klar\u0131n \u00f6n\u00fcne ge\u00e7mek i\u00e7in \u00e7evre sakinleri ve ilgili personel ki\u015fisel koruyucu kulakl\u0131k kullanabilir ve g\u00fcr\u00fclt\u00fc olu\u015fumunu minimize etmek \u00fczere patlay\u0131c\u0131 yerle\u015ftirilen yap\u0131 eleman\u0131 cam y\u00fcn\u00fc ile sar\u0131labilir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Patlaman\u0131n ger\u00e7ekle\u015fmesi ve yap\u0131n\u0131n y\u0131k\u0131l\u0131p yere \u00e7arpmas\u0131 sonucu olu\u015facak yer sars\u0131nt\u0131s\u0131n\u0131 azaltmak i\u00e7in darbe emici \u00f6zellikte olan koruyucu malzemeler veya in\u015faat molozlar\u0131 yap\u0131n\u0131n devrilece\u011fi alana serilebilir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Y\u0131k\u0131m s\u00fcresince toz olu\u015fumunun tamamen \u00f6n\u00fcne ge\u00e7mek olduk\u00e7a g\u00fc\u00e7t\u00fcr. Bu hususta, yap\u0131 \u0131slat\u0131labilir veya y\u0131k\u0131m an\u0131nda yap\u0131, su p\u00fcsk\u00fcrtme makineleri ile sulanabilir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Betonarme ta\u015f\u0131y\u0131c\u0131 sistemlerde betonun bas\u0131n\u00e7 dayan\u0131m\u0131 betonarmenin davran\u0131\u015f\u0131n\u0131 \u00f6nemli \u00f6l\u00e7\u00fcde etkiler.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Betonun bas\u0131n\u00e7 dayan\u0131m\u0131 d\u00fc\u015f\u00fck ise, hem betonun daha d\u00fc\u015f\u00fck bir y\u00fck d\u00fczeyinde deforme olup \u015fekil de\u011fi\u015ftirmesine, hem de beton ile donat\u0131 aras\u0131ndaki aderans\u0131n d\u00fc\u015f\u00fck gerilmelerde bile yitirilmesine sebep olacakt\u0131r. Bu durum, boyuna donat\u0131lar\u0131n deforme olmu\u015f betondan kolayca s\u0131yr\u0131lmas\u0131na neden olacakt\u0131r. Bunun sonucunda beton k\u0131r\u0131l\u0131r, donat\u0131 kopar ve yap\u0131 \u00e7\u00f6ker.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Beton en b\u00fcy\u00fck gerilmeye ula\u015f\u0131ld\u0131\u011f\u0131nda de\u011fil, belirli bir deformasyona ula\u015f\u0131nca k\u0131r\u0131l\u0131r. Bunun sebebi; en b\u00fcy\u00fck gerilmeye ula\u015f\u0131ld\u0131\u011f\u0131nda baz\u0131 lifler k\u0131sal\u0131r. Bu s\u0131rada daha az zorlanan lifler devreye girerek gerilme almaya ba\u015flar ve maksimum gerilmeye ula\u015fm\u0131\u015f liflerde gerilme d\u00fc\u015fer, ancak k\u0131salma devam eder.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Patlay\u0131c\u0131 ile y\u0131k\u0131m y\u00f6ntemini uygulamadan \u00f6nce \u015fu ad\u0131mlar ger\u00e7ekle\u015ftirilir:” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Betonarme \u00f6zellikleri bilinen binan\u0131n sonlu elemanlar program\u0131nda \u00fc\u00e7 boyutlu modeli olu\u015fturulur ve yap\u0131n\u0131n \u00f6l\u00fc y\u00fckler alt\u0131nda ta\u015f\u0131y\u0131c\u0131 elemanlar\u0131n\u0131n tesiri alt\u0131nda kalaca\u011f\u0131 gerilmeler ve y\u00fckler kontrol edilerek, hangi ta\u015f\u0131y\u0131c\u0131 eleman bu gerilmelere kar\u015f\u0131 zay\u0131f kal\u0131r, yap\u0131 kendili\u011finden \u00e7\u00f6ker mi sorusuna da yan\u0131t aran\u0131r.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”\u015earj miktar\u0131; yap\u0131da kullan\u0131lacak patlay\u0131c\u0131 miktar\u0131d\u0131r. Literat\u00fcrde bir \u00e7ok form\u00fcl kullan\u0131lmakta. En yayg\u0131n ikisi Thomas ve Hauser\u2019in geli\u015ftirdi\u011fi form\u00fcllerdir.” cms_template=”cms_fancybox_single.php”][cms_heading title=”\ud835\udc3f = \ud835\udc49 . \ud835\udc5e (Thomas)” font_weight=”400″ text_align=”center” cms_template=”cms_heading.php”][cms_fancybox_single description_item=”L= \u015earj miktar\u0131
\nV= Patlat\u0131lacak nesnenin hacmi” cms_template=”cms_fancybox_single.php”][cms_heading title=”L = w3.c.d” font_weight=”400″ text_align=”center” cms_template=”cms_heading.php”][cms_fancybox_single description_item=”L= \u015earj miktar\u0131
\nw = Delik boyu (ft)
\nc= Malzeme Fakt\u00f6r\u00fc
\nd= Delik s\u0131nama katsay\u0131s\u0131” cms_template=”cms_fancybox_single.php”][cms_heading title=”q = Q\/V” font_weight=”400″ text_align=”center” cms_template=”cms_heading.php”][cms_fancybox_single description_item=”q = Tecr\u00fcbe de\u011feri (kg\/m3)
\nQ = Kullan\u0131lan toplam patlay\u0131c\u0131 madde miktar\u0131 (kg)
\nV = Patlat\u0131lan nesnenin hacmi (m3)” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Thomas\u2019\u0131n form\u00fcl\u00fcnde tecr\u00fcbe de\u011ferini tespit etmek i\u00e7in deneme at\u0131mlar\u0131 yap\u0131l\u0131r. Bir ta\u015f\u0131y\u0131c\u0131 kolonun belirlenen noktas\u0131na az miktarda patlay\u0131c\u0131 ile birka\u00e7 deneme yap\u0131l\u0131r.” cms_template=”cms_fancybox_single.php”][vc_single_image image=”2286″ img_size=”900×600″ alignment=”center”][cms_fancybox_single description_item=”\u015eekildeki tabloda \u00f6rnek bir kolon i\u00e7in uygun g\u00f6r\u00fclen deneme at\u0131m\u0131 paremetreleri bulunmu\u015ftur.” cms_template=”cms_fancybox_single.php”][vc_single_image image=”2287″ img_size=”700×200″ alignment=”center”][cms_fancybox_single description_item=”\u015eekilde \u00f6rnek yap\u0131m\u0131z i\u00e7in di\u011fer kolonlarda kullan\u0131lan patlay\u0131c\u0131 miktarlar\u0131 belirlenmi\u015f.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”\u00d6rnek bir yap\u0131 i\u00e7in binalar\u0131n statik durumu ve geometrisi, betonarme malzeme \u00f6zellikleri ile \u00e7evresel fakt\u00f6rler g\u00f6z \u00f6n\u00fcnde bulunduruldu\u011funda, literat\u00fcrde \u201ci\u00e7ine \u00e7\u00f6kertme\u201d olarak adland\u0131r\u0131lan y\u0131k\u0131m tekni\u011finin uygulanmas\u0131na karar verilmi\u015ftir. Bu ama\u00e7la, \u015fekilde sunulan ate\u015fleme s\u0131ras\u0131 \u00f6nerilmi\u015ftir. Kolonlar aras\u0131 65 milisaniye (ms) gecikmeli NONEL kaps\u00fcller kullan\u0131lm\u0131\u015ft\u0131r.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Ate\u015fleme s\u00fcreci, zemin katta 1, 2 ve 3 numaral\u0131 kolonlar\u0131n ate\u015flenmesiyle ba\u015flar, 2.katta 51, 52 ve 53 numaral\u0131 kolonlar\u0131n ate\u015flenmesiyle son bulmaktad\u0131r. Zemin katta, ilk olarak 1, 2 ve 3 numaral\u0131 kolonlar ate\u015flenmi\u015f, dikey do\u011frultuda birbirine paralel olan kolonlar ayn\u0131 anda ate\u015flenecek \u015fekilde bina boyunca s\u0131rayla ate\u015fleme devam etmi\u015ftir. Binan\u0131n merdiven bo\u015fluklar\u0131nda kullan\u0131lan beton ve demir kalitesinin, binan\u0131n di\u011fer b\u00f6lgelerinde kullan\u0131lanlardan daha y\u00fcksek olabilme ihtimaline kar\u015f\u0131l\u0131k merdivenler etraf\u0131ndaki kolonlar\u0131n ayn\u0131 anda patlat\u0131lmas\u0131 uygun g\u00f6r\u00fclm\u00fc\u015ft\u00fcr.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Zemin katta ilk merdiven bo\u015flu\u011funa gelindi\u011finde, yani 16 ve 17 numaral\u0131 kolonlar ate\u015flendikten hemen sonra, \u00fcst kata (birinci kata) \u00e7\u0131kar\u0131lan bir di\u011fer hatla birinci kattaki 1, 2 ve 3 numaral\u0131 kolonlar ate\u015flenmeye ba\u015flar ve zemin kattaki ate\u015fleme s\u0131ras\u0131yla ayn\u0131 \u015fekilde di\u011fer kolonlar ate\u015flenmeye devam etmektedir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”1.Katta da ilk merdiven bo\u015flu\u011funa gelindi\u011finde, yani 16 ve 17 numaral\u0131 kolonlar ate\u015flendikten hemen sonra \u00fcst kata (\u0130kinci kat) \u00e7\u0131kar\u0131lan bir di\u011fer hatla ikinci kattaki 1, 2 ve 3 numaral\u0131 kolonlar ate\u015flenmeye ba\u015flamakta ve di\u011fer katlardaki ate\u015fleme s\u0131ras\u0131yla ayn\u0131 \u015fekilde di\u011fer kolonlar ate\u015flenmeye devam etmekte olup, 51, 52 ve 53 numaral\u0131 kolonlarda ate\u015flendi\u011finde ate\u015fleme i\u015flemi tamamlanmaktad\u0131r.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Bu \u00f6rnek yap\u0131 i\u00e7in betonarme malzeme kalitesi dikkate al\u0131nd\u0131\u011f\u0131nda en \u00fcst kat\u0131nda bulunan yap\u0131 elemanlar\u0131n\u0131n y\u0131k\u0131m an\u0131nda tesiri alt\u0131nda kald\u0131\u011f\u0131 y\u00fck\u00fcn ve yere \u00e7arpman\u0131n verdi\u011fi etkiyle par\u00e7alanaca\u011f\u0131 \u00f6ng\u00f6r\u00fcld\u00fc\u011f\u00fcnden en \u00fcst kata patlay\u0131c\u0131 yerle\u015ftirilmesine gerek duyulmam\u0131\u015ft\u0131r. Bu tasar\u0131mda 477 adet 65 ms gecikme s\u00fcreli NONEL kaps\u00fcl kullan\u0131lmaktad\u0131r.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Betonarme \u00f6zellikleri bilinen \u00f6rnek yap\u0131 i\u00e7in sonlu elemanlar program\u0131nda bir y\u0131k\u0131m sim\u00fclasyonu haz\u0131rland\u0131 ve ate\u015fleme ba\u015flad\u0131\u011f\u0131 andan itibaren patlat\u0131lan kolonlar\u0131n etraf\u0131nda bulunan kolonlara etki eden bas\u0131n\u00e7 kuvvet ve\/veya momentlerde art\u0131\u015f g\u00f6zlenmektedir. Bu art\u0131\u015fla beraber baz\u0131 kolon ve\/veya kiri\u015flerin ate\u015fleme s\u00fcresince patlay\u0131c\u0131 kullan\u0131lmadan, tesir alt\u0131nda kald\u0131\u011f\u0131 y\u00fcklerin etkisiyle deforme olaca\u011f\u0131 \u00f6ng\u00f6r\u00fclm\u00fc\u015ft\u00fcr.” cms_template=”cms_fancybox_single.php”][vc_single_image image=”2289″ img_size=”800×800″ alignment=”center”][cms_fancybox_single description_item=”Bu ate\u015fleme s\u0131ras\u0131 i\u00e7in Sonlu Elemanlar Program\u0131nda olu\u015fturulan model \u00fczerinde test edilmi\u015f ve baz\u0131 veriler elde edilmi\u015ftir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Ate\u015fleme ba\u015flad\u0131\u011f\u0131 andan itibaren patlat\u0131lan kolonlar\u0131n etraf\u0131nda bulunan kolonlara etki eden bas\u0131n\u00e7 kuvvet ve\/veya momentlerde art\u0131\u015f g\u00f6zlenmektedir. Bu art\u0131\u015fla beraber baz\u0131 kolon ve\/veya kiri\u015flerin ate\u015fleme s\u00fcresince patlay\u0131c\u0131 kullan\u0131lmadan, tesir alt\u0131nda kald\u0131\u011f\u0131 y\u00fcklerin etkisiyle deforme olaca\u011f\u0131 \u00f6ng\u00f6r\u00fclm\u00fc\u015ft\u00fcr.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Ate\u015flenen kolonlar\u0131n yok oldu\u011fu varsay\u0131larak yap\u0131lan sim\u00fclasyon modellerinde ate\u015flenen kolonlar\u0131n \u00fcst kattaki e\u015fde\u011ferlerinin ta\u015f\u0131ma \u00f6zelli\u011fi kaybolmu\u015f olup kendi ve ta\u015f\u0131d\u0131\u011f\u0131 y\u00fck\u00fc, yak\u0131n kolonlara aktararak yapt\u0131\u011f\u0131 deformasyonla olu\u015fturdu\u011fu moment di\u011fer u\u00e7 kolonlara \u00e7ekme kuvveti \u015feklinde yans\u0131yarak bas\u0131n\u00e7 kuvvetini azalt\u0131c\u0131 etkide bulunmu\u015ftur.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Tabloda g\u00f6r\u00fcld\u00fc\u011f\u00fc \u00fczere, t = 0,3 sn\u2019de \u00fc\u00e7\u00fcnc\u00fc katta belirlenmi\u015f olan 15, 16, 26, 28, 36, 40, 49 ve 52 numaral\u0131 kolonlar ta\u015f\u0131ma kapasitelerinin \u00fczerinde moment y\u00fck\u00fcne, 2 numaral\u0131 kolon ise ta\u015f\u0131ma kapasitesinin \u00fczerinde moment ve bas\u0131n\u00e7 y\u00fck\u00fcne maruz kalmaktad\u0131r. t = 0,6 sn\u2019de ise belirlenmi\u015f olan t\u00fcm kolonlar patlat\u0131lm\u0131\u015f olacak veya ta\u015f\u0131ma kapasitelerinin \u00fczerinde y\u00fcklere maruz kalacakt\u0131r. Otojen k\u0131r\u0131lma ger\u00e7ekle\u015fece\u011fi de g\u00f6z \u00f6n\u00fcnde bulundurularak bloklara ayr\u0131lm\u0131\u015f bir moloz y\u0131\u011f\u0131n\u0131n\u0131n olu\u015faca\u011f\u0131 \u00f6ng\u00f6r\u00fclm\u00fc\u015ft\u00fcr. Bu analiz sonunda binan\u0131n 260 ms.\u2019de al\u00e7almaya ba\u015flayaca\u011f\u0131 585 ms.\u2019de ise \u00e7\u00f6kmenin tamamlanaca\u011f\u0131 \u00f6ng\u00f6r\u00fclm\u00fc\u015ft\u00fcr.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”A\u015fa\u011f\u0131daki \u015fekilde binan\u0131n ate\u015fleme s\u00fcresince tahmini davran\u0131\u015f\u0131 g\u00f6sterilmi\u015f.” cms_template=”cms_fancybox_single.php”][vc_single_image image=”2290″ img_size=”800×900″ alignment=”center”][cms_heading][\/vc_column][\/vc_row][vc_row css_animation=”fadeInUp”][vc_column css_animation=”fadeInUp”][cms_heading title=”G\u00dcVENL\u0130K \u00d6NLEMLER\u0130” cms_template=”cms_heading–layout2.php”][cms_heading][cms_fancybox_single description_item=”Par\u00e7a savrulmas\u0131n\u0131 engellemek i\u00e7in ta\u015f\u0131y\u0131c\u0131 kolonlar\u0131n \u00e7evreleri \u00e7elik has\u0131r, tel \u00f6rg\u00fc, ta\u015f y\u00fcn\u00fc, ke\u00e7e gibi malzemeler ile sar\u0131l\u0131r. Yine de bu malzemelerin de deforme olma, y\u0131rt\u0131lma ihtimaline kar\u015f\u0131 da yap\u0131 \u00e7evresi branda ile de \u00e7evrilir. Tabi ki i\u015f g\u00fcvenli\u011fi \u00f6nlemleri, y\u0131k\u0131lacak binan\u0131n kontrol\u00fc had safhadad\u0131r. Yap\u0131n\u0131n \u00e7evresinde hesaplanan mesafelerde g\u00fcvenlik \u00f6nlemleri al\u0131n\u0131r.” cms_template=”cms_fancybox_single.php”][vc_single_image image=”2295″ img_size=”1200×400″ alignment=”center”][cms_fancybox_single description_item=”\u00d6rnek uygulama binam\u0131z\u0131n y\u0131k\u0131m\u0131 tamamland\u0131\u011f\u0131nda bina, g\u00fcney cephesine do\u011fru e\u011filme g\u00f6stermi\u015ftir. Bu durum, g\u00fcney cephesinde bulunan kolon say\u0131s\u0131n\u0131n azl\u0131\u011f\u0131 ve g\u00fcney cephesinin kuzey cephesinden daha k\u0131sa olmas\u0131 ve g\u00fcney cephesinin daha zay\u0131f olmas\u0131n\u0131n bir sonucudur.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Gecikme aral\u0131klar\u0131n\u0131n d\u00fc\u015f\u00fck olmas\u0131, binan\u0131n tesir alt\u0131nda kald\u0131\u011f\u0131 y\u00fcklerin etkisiyle deforme olmas\u0131na izin vermemi\u015ftir.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”Bunun sonucunda d\u00f6\u015femeler \u00fcst \u00fcste binmi\u015ftir. Bu durum a\u015fa\u011f\u0131daki foto\u011fraflarda net bir \u015fekilde g\u00f6r\u00fclmektedir. En \u00fcst kata patlay\u0131c\u0131 konulmamas\u0131ndan ve gecikme aral\u0131klar\u0131n\u0131n \u00e7ok d\u00fc\u015f\u00fck olmas\u0131 nedeniyle en \u00fcst katta bulunan yap\u0131 elemanlar\u0131nda g\u00f6zle g\u00f6r\u00fcl\u00fcr hasar olu\u015fmam\u0131\u015ft\u0131r.” cms_template=”cms_fancybox_single.php”][cms_heading title=”B\u0130NA ENKAZLARI” font_weight=”400″ text_align=”center” cms_template=”cms_heading–layout3.php”][vc_zigzag el_width=”60″][vc_single_image image=”2296″ img_size=”1200×400″ alignment=”center”][vc_zigzag el_width=”60″][vc_single_image image=”2297″ img_size=”1200×400″ alignment=”center”][vc_zigzag el_width=”60″][cms_fancybox_single description_item=”Ate\u015flenme s\u00fcresi yakla\u015f\u0131k 1,2 sn olmas\u0131na kar\u015f\u0131n y\u0131k\u0131m 3,73 sn tamamlanm\u0131\u015ft\u0131r. Bu zaman fark\u0131, binan\u0131n kendini ta\u015f\u0131ma s\u00fcresi veya bir di\u011fer deyi\u015fle tepki s\u00fcresi olarak ifade edilir. Bu sonu\u00e7tan yola \u00e7\u0131karak, kontroll\u00fc patlatma ile yap\u0131 y\u0131k\u0131m\u0131 projelerinde yap\u0131n\u0131n tepki s\u00fcresinin hesaplanmas\u0131n\u0131n, \u00e7al\u0131\u015fma sonu\u00e7lar\u0131 \u00fczerinde belirleyici unsur olabilece\u011fi anla\u015f\u0131lm\u0131\u015ft\u0131r. Bina y\u00fcksekli\u011finin yar\u0131 yar\u0131ya azalmas\u0131 sonucunda bina, makineli y\u0131k\u0131m i\u00e7in g\u00fcvenli bir \u00e7al\u0131\u015fma ortam\u0131 haz\u0131rlam\u0131\u015ft\u0131r.” cms_template=”cms_fancybox_single.php”][cms_fancybox_single description_item=”5 adet titre\u015fim \u00f6l\u00e7er cihaz y\u0131k\u0131m\u0131n ger\u00e7ekle\u015fece\u011fi binan\u0131n \u00e7evresinde bulunan binalar\u0131n zemin ve en \u00fcst katlar\u0131na yerle\u015ftirilmi\u015ftir. BE10707 ve BE10772 numaral\u0131 cihazlar bulunduklar\u0131 binalar\u0131n en \u00fcst kat\u0131na, di\u011fer cihazlar ise zemin katlara yerle\u015ftirilmi\u015ftir. Tablo 7\u2019de cihazlar\u0131n kaydetti\u011fi de\u011ferler sunulmu\u015ftur.” cms_template=”cms_fancybox_single.php”][vc_single_image image=”2301″ img_size=”1200×400″ alignment=”center”][cms_fancybox_single description_item=”Tablo 7\u2019de sunulan par\u00e7ac\u0131k h\u0131z bile\u015fenleri olu\u015fum frekanslar\u0131 da dikkate al\u0131narak T.C. \u00c7evre ve Orman Bakanl\u0131\u011f\u0131\u2019n\u0131n \u00c7evresel G\u00fcr\u00fclt\u00fcn\u00fcn Kontrol\u00fc ve Y\u00f6netimi Y\u00f6netmeli\u011fine g\u00f6re Meydana gelen titre\u015fimin, T.C. \u00c7evre ve \u015eehircilik Bakanl\u0131\u011f\u0131\u2019n\u0131n belirledi\u011fi hasar limitlerinin alt\u0131nda kald\u0131\u011f\u0131 g\u00f6r\u00fclm\u00fc\u015ft\u00fcr.” cms_template=”cms_fancybox_single.php”][vc_single_image image=”2302″ img_size=”1200×400″ alignment=”center”][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"
[vc_row css_animation=”fadeInUp”][vc_column css_animation=”fadeInUp”][cms_heading title=”PATLAYICI \u0130LE YIKIM” cms_template=”cms_heading–layout2.php”][cms_fancybox_single description_item=”\u00dclkemizde, kentsel d\u00f6n\u00fc\u015f\u00fcm kapsam\u0131nda y\u0131k\u0131lmas\u0131 s\u00f6z konusu olan milyonlarca bina bulunmaktad\u0131r. \u00d6zellikle y\u00fcksek katl\u0131 binalar\u0131n klasik y\u00f6ntemlerle y\u0131k\u0131m\u0131n\u0131n uzun s\u00fcrede ger\u00e7ekle\u015fmesi sonucu \u00e7evreye verilen rahats\u0131zl\u0131k, y\u00fcksek maliyet ve emniyetsiz \u00e7al\u0131\u015fma \u015fartlar\u0131n\u0131 beraberinde getirmektedir. Bu nedenle daha pratik y\u00f6ntemlerin aray\u0131\u015f\u0131na gidilmi\u015ftir. Bunun sonucunda, \u00fclkemizde hen\u00fcz uygulanmaya ba\u015flayan ve Ekim […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-2129","page","type-page","status-publish","hentry"],"yoast_head":"\n