Global ETD Search

1	Seismic performance of full-scale reinforced concrete columns Bae, Sungjin 28 August 2008 (has links) Not available / text Columns, Concrete--Testing
2	Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections Argudo, Jaime Fernando 28 August 2008 (has links) Not available / text Columns, Concrete--Testing
3	The behaviour of reinforced concrete cantilever columns under lateral impact load Loedolff, Matthys Johannes 12 1900 (has links) Microreproduction of original thesis. / Thesis (PhD)--Stellenbosch University, 1990. / Some digitised pages may appear illegible due to the condition of the original microfiche copy. / ENGLISH ABSTRACT: see item for full text / AFRIKAANSE OPSOMMING: sien item vir volteks. Columns, Concrete -- Testing Concrete construction -- Testing
4	Full-range analysis of reinforced concrete members and frames Lam, Yuet-kee, Jeffery., 林悦基. January 2009 (has links) published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy Concrete beams - Testing. Columns, Concrete - Testing. Structural frames - Testing.
5	Experimental investigation of steel tubed reinforced concrete columns Machado, Rafael Ignacio 05 1900 (has links) No description available. Tubular steel structures Columns, Concrete Testing Reinforced concrete construction Testing
6	Slab-column connections with misplaced reinforcement Lai, Wai Kuen (Wai Kuen Frank) January 1983 (has links) No description available. Joints (Engineering) -- Testing. Columns, Concrete -- Testing. Concrete slabs -- Testing.
7	Experimental research on the buckling behaviour of slender prestressed concrete columns Laszlo, Gyorgy January 1966 (has links) Thirty full scale prestressed concrete struts all having a slenderness ratio of L/D = 40 were tested with three different eccentricities. Stress-strain curves of the corresponding test cylinders were established and the Young's Moduli evaluated. The specimens were fabricated with different percentages of prestressing steel ranging from 0.23 to 1.20%. The initial prestressing forces were set to obtain a final prestress of 140,000 psi in all specimens. The dimensions of the struts, and the quality and manufacturing process of the concrete, were kept constant. Special adjustable supporting devices simulated ideal hinged conditions. The struts were tested to their ultimate capacity and their critical buckling loads were evaluated. The tests proved that, provided the column is made of high quality concrete, the critical load values can be obtained by using Euler's fundamental formula, and these values are independent of the amount of prestressing. For eccentrically loaded struts maximum stresses from a modified secant formula, incorporating effect of prestressing, were compared with those calculated on basis of observed deflections. According to the test results the secant modulus corresponding to the average compressive stress should be used in Euler's formula. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate Prestressed concrete -- Testing Columns, Concrete -- Testing Buckling (Mechanics)
8	Slab-column connections with misplaced reinforcement Lai, Wai Kuen (Wai Kuen Frank) January 1983 (has links) No description available. Concrete slabs -- Testing. Joints (Engineering) -- Testing. Columns, Concrete -- Testing.
9	Physical models in fire study of concrete structures Ng, Ah Book January 1988 (has links) No description available. Concrete -- Fire testing. Fire testing -- Computer programs.
10	Physical models in fire study of concrete structures Ng, Ah Book January 1988 (has links) No description available. Concrete -- Fire testing. Fire testing -- Computer programs.

Search results