Tag Archives: Taq-i-Kisra

The roof of the Taq-i-Kisra; Analysis

Posted on 10/06/2008 by dougaj4

Following the previous post, I have compared the stresses in the Taq-i-Kisra assuming either a catenary or parabolic profile. I have also compared constant depth sections with sections increasing in depth towards the supports. The arch span was taken as … Continue reading →

Posted in Arch structures, Finite Element Analysis, Maths, Newton | Tagged analysis, arch, Catenary, finite elemnt analysis, parabola, Taq-i-Kisra | 2 Comments

	py_ConBeamU and Stra… on py_ConBeamU
	py_ConBeamU and Stra… on ConBeamU and Strand7 check…
	ConBeamU and Strand7… on Using ConbeamU
	ConBeamU and Strand7… on ConBeamU 4.08…
	dougaj4 on The TrimRange Function
	khoitsma on The TrimRange Function
	py_UMom 1-05 \| Newto… on py_UMom 1.04
	py_UMom 1.04 \| Newto… on py_UMom spreadsheet and OptShe…
	Mandelbrot, Mojo, Nu… on Computing and plotting the Man…
	py_Numpy update 2: P… on Numpy where and split, and py_…
	Numpy where and spli… on Scipy functions with Excel and…
	py_RC Elastic 1.05 w… on Elastic Biaxial Bending
	py_RC Elastic 1.05 w… on py_RC Elastic 1.04 and fatigue…
	ConBeamU update \| Ne… on Using ConbeamU
	dougaj4 on Using ConbeamU

Tag Archives: Taq-i-Kisra

The roof of the Taq-i-Kisra; Analysis

Categories

RSS Feed

Search NewtonExcelBach

Archives

Top Posts

Recent Comments

Blogroll

Family Links