首页> 美国政府科技报告 >Seismic Resistance of Reinforced Concrete Frame Structures Designed Only forGravity Loads. Part 3. Experimental Performance and Analytical Study of a Structural Model

【24h】

Seismic Resistance of Reinforced Concrete Frame Structures Designed Only forGravity Loads. Part 3. Experimental Performance and Analytical Study of a Structural Model

机译：钢筋混凝土框架结构抗震设计仅适用于重力荷载。第3部分：结构模型的实验性能和分析研究

获取原文

页面导航

摘要
著录项
相似文献
相关主题

摘要

The report is Part III of a three-part series prepared for a comprehensiveevaluation of typical gravity load designed low-rise reinforced concrete frame buildings (lightly reinforced concrete structures) for seismic adequacy. The

著录项

作者
Bracci, J. M.; Reinhorn, A. M.; Mander, J. B.;
展开▼
作者单位

展开▼
年度 1992
页码
总页数 195
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Earthquake engineering; Buildings; Tests; Scale models; Reinforced concrete; Concrete structures; Beams(Supports); Framed structures; Scale models; Columns(Supports); Damage assessment; Seismic design;

机译：地震工程;建筑物;测试;比例模型;钢筋混凝土;混凝土结构;梁（支撑）;框架结构;比例模型;柱（支撑）;损伤评估;抗震设计;

相似文献

外文文献
中文文献
专利

1. Effect of Infills on Seismic Performance of Reinforced Concrete Frame structures-A Full-Scale Experimental Study [J] . Journal of Earthquake Engineering . 2019,第8a10期

机译：填充物对钢筋混凝土框架结构抗震性能的影响-大型试验研究
2. Experimental and numerical study on seismic performance of steel reinforced recycled concrete frame structure under low-cyclic reversed loading [J] . Xue Jianyang, Zhang Xin, Ren Rui, Advances in Structural Engineering . 2018,第12期

机译：低周反向荷载作用下钢骨再生混凝土框架结构抗震性能的试验与数值研究
3. Experimental and modeling study on the progressive collapse resistance of a reinforced concrete frame structure under a middle column removal scenario [J] . Zhang Qiang, Li Yaozhuang The structural design of tall buildings . 2020,第2期

机译：中柱拆除场景下钢筋混凝土框架结构抗连续倒塌性能的试验与模型研究
4. Structural Performance of RC Frame Composed of Spandrel Beams and Reinforced Concrete Columns Confined by Steel Tube Transversely (Part 3. Analytical Study) [C] . Nasruddin JUNUS, Akihiko KAWANO, Hiroyuki NAKAHARA, 日本建築学会関東大会 . 2011

机译：钢管约束约束的方梁和钢筋混凝土柱RC框架的结构性能（第三部分，分析研究）
5. Analytical and experimental study of seismic performance of reinforced concrete frames infilled with masonry walls. [D] . Stavridis, Andreas. 2009

机译：砌体墙填充钢筋混凝土框架抗震性能的分析和实验研究。
6. Deformable Polyurethane Joints and Fibre Grids for Resilient Seismic Performance of Reinforced Concrete Frames with Orthoblock Brick Infills [O] . Theodoros Rousakis, Alper Ilki, Arkadiusz Kwiecien, 2020

机译：可变形的聚氨酯接头和纤维网用于钢筋砖填充钢筋混凝土框架的弹性地震性能
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 2.Experimental Performance and Analytical Study of a Retrofitted Structural Model [R] . Bracci, J. M., Reinhorn, A. M., Mander, J. B. 1992

机译：钢筋混凝土框架结构抗震改造评价：第2部分。改造结构模型的试验性能及分析研究

Seismic Resistance of Reinforced Concrete Frame Structures Designed Only forGravity Loads. Part 3. Experimental Performance and Analytical Study of a Structural Model

摘要

著录项

相似文献

相关主题

期刊订阅