首页> 外文OA文献 >Fire Performance of a Full-Scale Building Subjected to Earthquake Motions: Test Specimen, Seismic Motions and Performance of Fire Protection Systems

【2h】

Fire Performance of a Full-Scale Building Subjected to Earthquake Motions: Test Specimen, Seismic Motions and Performance of Fire Protection Systems

机译：抗震动作的全规模建筑物的火灾性能：试样，地震运动和防火系统的性能

代理获取

本网站仅为用户提供外文OA文献查询和代理获取服务，本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文，但由于OA文献来源多样且变更频繁，仍可能出现获取不到、文献不完整或与标题不符等情况，如果获取不到我们将提供退款服务。请知悉。

页面导航

著录项
引文网络
相似文献
相关主题

著录项

作者
Jinkyung Kim; B. Meacham; H. Park; T. Hutchinson; E. Pantoli;
展开▼
作者单位

展开▼
年度 2014
总页数
原文格式 PDF
正文语种
中图分类

相似文献

外文文献
中文文献
专利

1. Full-Scale Structural and Nonstructural Building System Performance during Earthquakes: Part I - Specimen Description, Test Protocol, and Structural Response [J] . Chen Michelle C., Pantoli Elide, Wang Xiang, Earthquake spectra . 2016,第2期

机译：地震期间全尺寸结构和非结构建筑系统的性能：第一部分-样品说明，测试规程和结构响应
2. Post-Earthquake Fire Performance of Buildings: Summary of a Large-Scale Experiment and Conceptual Framework for Integrated Performance-Based Seismic and Fire Design [J] . Meacham Brian J. Fire Technology . 2016,第4期

机译：建筑物的地震后火灾表现：基于性能的综合抗震和火灾设计的大型实验和概念框架的摘要
3. A Physics-Based Model for Post-Earthquake Fire Spread Considering Damage to Building Components Caused by Seismic Motion and Heating by Fire [J] . Keisuke Himoto, Kyosuke Mukaibo, Yasuo Akimoto, Earthquake spectra . 2013,第3期

机译：基于物理的地震后火灾蔓延模型，其中考虑了地震运动和火灾加热对建筑部件的破坏
4. FIRE PERFORMANCE OF EARTHQUAKEDAMAGED BUILDINGS: OVERVIEW AND PRELIMINARY ANALYSIS OF FULL-BUILDING EARTHQUAKE AND FIRE TESTS [C] . Jin Kyung Kim, Haejun Park, Brian J. Meacham International fire science engineering conference . 2013

机译：地震火灾表现：全建筑地震和火灾试验概述及初步分析
5. A methodology for determining the fire performance equivalency amongst similar materials during a full-scale fire scenario based on bench-scale testing. [D] . Lannon, Chad Michael. 2015

机译：一种用于基于台式测试在全尺寸火灾场景中确定相似材料之间防火性能等效性的方法。
6. The Performance of Preloaded Bolts in Seismically Prequalified Steel Joints in a Fire Scenario [O] . Roberto Tartaglia, Mario D’Aniello, Marco Andreini, 2020

机译：火灾情景中地震预核钢接缝中预载螺栓的性能
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。

Fire Performance of a Full-Scale Building Subjected to Earthquake Motions: Test Specimen, Seismic Motions and Performance of Fire Protection Systems

著录项

引文网络

相似文献

相关主题

期刊订阅