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INFLUENCE OF SEISMIC DESIGN REQUIREMENTS AND BUILDING PERIOD ON THE DESIGN OF LOW-RISE STEEL BUILDINGS

机译：地震设计要求和建筑周期对低层钢结构设计的影响

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R. Tremblay; C. A. Rogers;
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1. Seismic design of low-rise steel building frames with self-centering panels and steel strip braces [J] . Li Junlin, Wang Wei, Qu Bing Engineering Structures . 2020,第Auga1期

机译：具有自定心板和钢带支架的低层钢制建筑框架的地震设计
2. Seismic design and performance evaluation of low-rise steel buildings with self-centering energy-absorbing dual rocking core systems under far-field and near-fault ground motions [J] . Hu Shuling, Wang Wei Journal of Constructional Steel Research . 2021,第Apra期

机译：远地和近端故障地面运动下自定心能量吸收双摇摆核心系统的低层钢建筑地震设计与绩效评价
3. Seismic evaluation of low-rise steel building frames with self-centering energy-absorbing rigid cores designed using a force-based approach [J] . Hu Shuling, Wang Wei, Qu Bing Engineering Structures . 2020,第Feba1期

机译：利用基于力的方法设计了利用自定心能量吸收刚性芯的低层钢制建筑框架的地震评价
4. IMPACT OF DIAPHRAGM BEHAVIOR ON THE SEISMIC DESIGN OF LOW-RISE STEEL BUILDINGS [C] . COLIN A.ROGERS, ROBERT TREMBLAY NASCC - the steel conference incorporating the 2008 annual stability conference . 2008

机译：横隔膜行为对低强度钢结构房屋抗震设计的影响
5. Response Modification Factor for Inelastic Design of Low-Rise Steel Moment Frame Buildings Subjected to Extreme Wind Loads [D] . ?Gocke, Jonah W. 2020

机译：低层钢力矩框架建筑物无弹性设计的响应改装因子经受极端风荷载
6. High Life Study protocol: a cross-sectional investigation of the influence of apartment building design policy on resident health and well-being [O] . Sarah Foster, Clover Maitland, Paula Hooper, 2019

机译：高寿命研究方案：对公寓建筑设计政策对居民健康和福祉的影响的横断面调查
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. Studies on the Seismic Design of Low-Rise Steel Buildings. [R] . montgomery, c. j. hall, w. j. 1978

机译：低层钢结构抗震设计研究。

INFLUENCE OF SEISMIC DESIGN REQUIREMENTS AND BUILDING PERIOD ON THE DESIGN OF LOW-RISE STEEL BUILDINGS

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