Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Paulus Irawan"'
Publikováno v:
Construction and Building Materials. 104:142-153
Air supported structures made of PVC coated polyester fabric materials have been used in industrial and commercial building constructions. If they are used in cyclonic regions, the structure envelop might be impacted by windborne debris. The windborn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cac80fa8b5f8bd04d57fd3a9200f9260
https://doi.org/10.1016/j.conbuildmat.2015.12.028
https://doi.org/10.1016/j.conbuildmat.2015.12.028
Publikováno v:
Engineering Structures. 27:75-87
This paper reports an experimental programme aiming to shed some light on the response of non-seismic RC beam–column joints to excitations of different frequencies. The RC connections tested were designed only for gravity loads, thus rendering the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d24eea2ab9a3fc674eb62a6c322a316
https://doi.org/10.1016/j.engstruct.2004.09.004
https://doi.org/10.1016/j.engstruct.2004.09.004
Publikováno v:
Structural Engineering and Mechanics. 5:743-754
A three-dimensional constitutive modeling for reinforced concrete is presented for finite element nonlinear analysis of reinforced concrete. The targets of interest to the authors are columns confined by lateral steel hoops, RC thin shells subjected
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f7086bc0716ce6464faae530d940407
https://doi.org/10.12989/sem.1997.5.6.743
https://doi.org/10.12989/sem.1997.5.6.743
Autor:
Koichi Maekawa, Paulus Irawan
Publikováno v:
Doboku Gakkai Ronbunshu. 1997:121-134
Path-dependent nonlinear finite element analysis is presented for the analysis of reinforced concrete shell structures. Shell element was formulated by utilizing two-dimensional path-dependent constitutive models of reinforced concrete and layered ap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c1a5a2c3f5462f9d71ff07dd7d03914
https://doi.org/10.2208/jscej.1997.557_121
https://doi.org/10.2208/jscej.1997.557_121
Publikováno v:
Doboku Gakkai Ronbunshu. 1995:297-308
Behavior of concrete confined by lateral reinforcement is addressed through experimental approach. The primary objectives of the experimental study are to mechanically define the confinement effectiveness of lateral reinforcement layouts and to obtai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c6c7276468ac7a212a1efdcdea35e37
https://doi.org/10.2208/jscej.1995.520_297
https://doi.org/10.2208/jscej.1995.520_297
Publikováno v:
Doboku Gakkai Ronbunshu. 1995:309-321
Three-dimensional elasto-plastic and continuum fracture model for concrete, which had been originally developed with reference to uniform stress field, is verified on structural member level of non-uniformity. This study adopts idealized square concr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a3f35556bd37a1a4ec254707aa94ca7
https://doi.org/10.2208/jscej.1995.520_309
https://doi.org/10.2208/jscej.1995.520_309
Autor:
Koichi Maekawa, Paulus Irawan
Publikováno v:
Doboku Gakkai Ronbunshu. 1993:97-106
The material-nonlinear 3-Dimensional finite element analyses were conducted for laterally reinforced concrete columns under axial compression. The elasto-plastic and fracture model served to investigate the confinement mechanism by steel casing. This
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24be5b7363c95d3a55a3b7f471cfe0c1
https://doi.org/10.2208/jscej.1993.472_97
https://doi.org/10.2208/jscej.1993.472_97
THREE-DIMENSIONAL ANALYSIS ON STRENGTH AND DEFORMATION OF CONCRETE CONFINED BY LATERAL REINFORCEMENT
Autor:
Koichi Maekawa, Paulus Irawan
Publikováno v:
Doboku Gakkai Ronbunshu. 1993:107-118
The three-dimensional finite element analysis of concrete columns laterally confined by steel ties and hoops is conducted. The strength gain is numerically investigated in using the elasto-plastic and fracture model for concrete. The uniformity of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b4f65b4a544ccb64f75ad085fa7f9bf
https://doi.org/10.2208/jscej.1993.472_107
https://doi.org/10.2208/jscej.1993.472_107
Publikováno v:
Doboku Gakkai Ronbunshu. 1993:131-138
空間的に分散した損傷を内在するコンクリート連続体に対して, 弾性ひずみを主パラメータとする塑性モデルと損傷弾性モデルを結合し, 完備した構成式を導出した. さらに, 三軸載荷実
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00db6c79552c2ed355949057428a0f7b
https://doi.org/10.2208/jscej.1993.460_131
https://doi.org/10.2208/jscej.1993.460_131
Publikováno v:
Doboku Gakkai Ronbunshu. 1993:123-130
三軸拘束を受けるコンクリートの非線影挙動から塑性変影を選択的に抽出し, せん断成分と体積成分へ分離した. その結果, 1) せん断塑性変影は弾性ひずみの偏差成分のみに依存し, 三軸
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4cedfc651f88633c74acee617fda6148
https://doi.org/10.2208/jscej.1993.460_123
https://doi.org/10.2208/jscej.1993.460_123