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An Experimental Study on the Inelastic Behavior of Steel Frames with a Rectangular Cross-Section Subjected to Vertical and Horizontal Loading

机译：矩形截面钢框架在垂直和水平荷载下的非弹性行为的实验研究

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WAKABAYASHI Minoru; NONAKA Taijiro; MORINO Shosuke;
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年度 1969
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原文格式 PDF
正文语种 en
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1. EXPERIMENTAL STUDY ON COLLAPSE BEHAVIOR OF WEAK-BEAM PLANAR FRAME SUBJECTED TO REPEATED HORIZONTAL LOADING [J] . HIROSHI TAGAWA 日本建築学会构造系論文集 . 1999,第526期

机译：反复水平荷载作用下的弱束平面框架的倒塌性能试验研究
2. EXPERIMENTAL STUDY ON COLLAPSE BEHAVIOR OF WEAK-BEAM PLANAR FRAME SUBJECTED TO REPEATED HORIZONTAL LOADING [J] . HIROSHI TAGAWA 日本建築学会构造系論文集 . 1999,第526期

机译：反复水平荷载作用下的弱束平面框架的倒塌性能试验研究
3. The behavior of masonry assemblages and masonry-infilled R/C frames subjected to combined vertical and cyclic horizontal seismic-type loading [J] . G.C.Manos, V.J. Soulis, J. Thauampteh Advances in Engineering Software . 2012,第1期

机译：垂直和循环水平地震联合荷载作用下砌体组合和填充砌体的R / C框架的行为
4. Experimental Studies on Concrete-Filled Steel Tubular Frames Subjected to Horizontal Cyclic Loading with Constant Vertical Loading [C] . Wenfu Zhang, Shantung Zhong, Linhai Han Pacific Structural Steel Conference . 2001

机译：恒定垂直载荷水平循环载荷经受水平循环载荷的实验研究
5. AN EXPERIMENTAL AND THEORETICAL INVESTIGATION OF THE INELASTIC-BEHAVIOR OF REINFORCED CONCRETE MULTISTORY FRAME MODELS SUBJECTED TO SIMULATED SEISMIC LOADS [D] . CHOWDHURY, MD. ASADUL HUQUE. 1974

机译：模拟地震荷载作用下钢筋混凝土多层框架模型弹性力学特性的实验和理论研究
6. Influences of Horizontal and Vertical Build Orientations and Post-Fabrication Processes on the Fatigue Behavior of Stainless Steel 316L Produced by Selective Laser Melting [O] . Paul Wood, Tomasz Libura, Zbigniew L. Kowalewski, 2019

机译：水平和垂直构建方向和后加工工艺对选择性激光熔炼不锈钢316L疲劳行为的影响
7. An Experimental Study on the Inelastic Behavior of Steel Frames Subjected to Vertical and Horizontal Loading [O] . WAKABAYASHI Minoru, NONAKA Taijiro, MATSUI Chiaki 1967

机译：竖向和水平荷载作用下钢框架的非弹性行为的试验研究
8. The Dynamic Behavior of a First Story Girder of a Three-Story Steel Frame Subjected to Earthquake Loading, [R] . clough,ray w. li,frank lap-yan 1976

机译：地震荷载作用下三层钢框架第一层梁的动力特性，

An Experimental Study on the Inelastic Behavior of Steel Frames with a Rectangular Cross-Section Subjected to Vertical and Horizontal Loading

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