تحقیق بررسی رفتار تیر با چارچوب
تحقیق بررسی رفتار تیر با چارچوب
توضیحات:
تحقیق بررسی رفتار تیر با چارچوب ، به زبان انگلیسی، در قالب فایل pdf و در حجم ۴۹ صفحه.
بخشی از متن فایل:
When a structure is loaded, its stressed elementsdeform. In a truss, bars in tension elongate and bars in compression shorten.Beams bend. As this deformation occur, the structure changes shape and points on the structure displace. Although these deflections are normally small, as a part of the total design the engineer must verify that these deflections are within the limits specified by the governing design code to ensure that the structure is serviceable. Large deflections cause cracking of non structuralelements such as plaster ceiling, tile walls or brittle pipes. Since the magnitude of deflections is also a measure of a member’s stiffness, limiting deflections also ensures that excessive vibrations of building floors.
در این فایل، چندین روش محاسبه تغییر شکل و شیب آن را در نقاطی در امتداد محور تیر ها و چاچوب ها( به زبان انگلیسی) بررسی می کنیم.
فهرست مطالب:
-DOUBLE INTEGRATION METHOD
-MOMENT-AREA METHOD
-CONJUGATE BEAM METHOD
-EXTERNAL WORK AND STRAIN ENERGY
-CASTIGLIANO’S THEOREM FOR BEAMS AND FRAMS
-MOMENT-AREA METHOD
-CONJUGATE BEAM METHOD
-EXTERNAL WORK AND STRAIN ENERGY
-CASTIGLIANO’S THEOREM FOR BEAMS AND FRAMS
