Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Leonard G. Tulin"'
Autor:
Zorislav Soric, Leonard G. Tulin
A limited study was conducted to examine the behavior and anchorage characteristics of a typical size of hooked reiforcing bar in a reinforced concrete masonry wall. The specimen configuration was intended to represent a portion of wall adjecant to a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f3c87d7b5bcf4d9ef9d853167913c5b8
https://www.bib.irb.hr/93699
https://www.bib.irb.hr/93699
Autor:
Zorislav Soric, Leonard G. Tulin
Publikováno v:
Journal of Structural Engineering. 115:2588-2602
An experimental investigation to determine bond stress, free-end slip, and relative deformation between a reference plane in the masonry and an originally coplanar point on the steel (slip) is conducted. Stack pull-out specimens constructed of groute
Autor:
Leonard G. Tulin, Kurt H. Gerstle
Publikováno v:
Magazine of Concrete Research. 23:161-168
Synopsis Existing ultimate strength theories for reinforced concrete structures are not sufficient to describe behaviour under cyclic loading. In particular, the phenomenon called ‘incremental collapse’ or its converse, ‘shake-dow’, must be c
Publikováno v:
Journal of the Structural Division. 96:597-612
A nonlinear creep analysis for reinforced concrete beams is formulated by means of the ordinary flexure theory. The analysis is based on the assumptions that data from sustained load cylinder tests may be used to represent the stress-strain-time rela
Publikováno v:
Journal of the Structural Division. 99:243-257
A general analytical procedure for predicting the behavior of reinforced concrete beams subjected to variable repeated loading which includes the effect of the strain-hardening of the steel and creep behavior of the concrete is verified with a test p
Publikováno v:
Magazine of Concrete Research. 22:246-250
Publikováno v:
Magazine of Concrete Research. 21:211-220
Synopsis This study is concerned with the effect of strain-hardening upon the response of continuous reinforced concrete beams. An analysis including the effect of strain-hardening of the steel is developed to determine moment-rotation relationships
Autor:
Leonard G. Tulin
Publikováno v:
ACI Journal Proceedings. 65
THIS STUDY ANALYZES CREEP OF PLAIN PORTLAND CEMENT MORTAR UNDER UNIFORM COMPRESSIVE STRESS FROM A PHENOMENOLOGICAL VIEWPOINT WITH THE OBJECTIVE OF OBTAINING AN ALTERNATE FORM OF THE STRAIN-STRESS-TIME RELATIONSHIP TO THAT OBTAINED FROM VISCO-ELASTIC
Publikováno v:
ACI Journal Proceedings. 64
Publikováno v:
ACI Journal Proceedings. 62