设为首页
收藏本站
网站地图
|
English
|
公务邮箱
About the library
Background
History
Leadership
Organization
Readers' Guide
Opening Hours
Collections
Help Via Email
Publications
Electronic Information Resources
常用资源
电子图书
期刊论文
学位会议
外文资源
特色专题
内部出版物
Wiley电子期刊(3)
ProQuest学位论文(5)
Elsevier电子期刊(867)
SpringerLink电子期刊(147)
GSW全文库(6)
ACS电子期刊(1)
在“
SpringerLink电子期刊
”中,
命中:
147
条,耗时:0.1569252 秒
在所有数据库中总计命中:
1,029
条
1.
Fiber beam–column element model considering reinforcement anchorage slip in the footing
作者:
Wen-Hao Pan
;
Mu-Xuan Tao
;
Jian-Guo Nie
关键词:
Reinforced concrete (RC) column
;
Shake
;
table test
;
Time
;
history
analysis
;
Fiber beam–column element model
;
Reinforcement anchorage slip
;
Fixed
;
end rotation
;
Nonlinear
finite element (FE)
analysis
刊名:Bulletin of Earthquake Engineering
出版年:2017
2.
Assessment of one story existing precast industrial buildings in Turkey based on fragility curves
作者:
Mehmet Palanci
;
Sevket Murat Senel
;
Ali Kalkan
关键词:
Fragility curve
;
Nonlinear
time
history
analysis
;
Precast industrial buildings
;
Structural parameters
刊名:Bulletin of Earthquake Engineering
出版年:2017
3.
Well-posedness and exponential stability for a plate equation with
time
-varying delay and past
history
作者:
Baowei Feng
关键词:
Plate equation
;
Viscoelasticity
;
Memory
;
Delay
;
Energy decay
刊名:Zeitschrift für angewandte Mathematik und Physik
出版年:2017
4.
Seismic fragility
analysis
of a buried gas pipeline based on
nonlinear
time
-
history
analysis
作者:
Do Hyung Lee
;
Byeong Hwa Kim
;
Seong-Hoon Jeong…
关键词:
seismic fragility
;
buried gas pipeline
;
nonlinear
time
;
history
analysis
;
soil
;
pipeline interaction
;
fiber element modeling
;
fragility function
;
lifeline system
刊名:International Journal of Steel Structures
出版年:2016
5.
Full 3D
nonlinear
time
history
analysis
of dynamic soil–structure interaction for a historical masonry arch bridge
作者:
Hamza Güllü
;
Handren Salih Jaf
关键词:
Historical masonry arch bridge
;
Soil–structure interaction
;
Full 3D
nonlinear
time
history
analysis
;
Finite element model
;
Earthquake
刊名:Environmental Earth Sciences
出版年:2016
6.
Enhanced
nonlinear
static
analysis
with the drift pushover procedure for tall buildings
作者:
Farhad Behnamfar
;
Sayed Mehdi Taherian
;
Arash Sahraei
关键词:
Drift pushover
analysis
(DPA)
;
Higher modes
;
Seismic demands
;
Tall buildings
刊名:Bulletin of Earthquake Engineering
出版年:2016
7.
Seismic fragility assessment for reinforced concrete high-rise buildings in Southern Euro-Mediterranean zone
作者:
Jelena Pejovic
;
Srdjan Jankovic
关键词:
Reinforced concrete high
;
rise buildings
;
Seismic fragility assessment
;
Fragility curves
;
Probabilistic seismic damage
analysis
;
Non
;
linear
time
;
history
analysis
;
Log
;
normal distribution function parameters
刊名:Bulletin of Earthquake Engineering
出版年:2016
8.
Epistemic uncertainty assessment using Incremental Dynamic
Analysis
and Neural Networks
作者:
Dimitris G. Giovanis
;
Michalis Fragiadakis…
关键词:
Epistemic uncertainty
;
Incremental dynamic
analysis
;
Neural networks
;
Monte Carlo simulation
;
Reliability
analysis
刊名:Bulletin of Earthquake Engineering
出版年:2016
9.
Multidimensional performance limit state for probabilistic seismic demand
analysis
作者:
Xiao Xiao Liu
;
Zi-Yan Wu
;
Feng Liang
关键词:
Probabilistic seismic demand
analysis
;
Demand hazard curve
;
Multidimensional performance limit states
;
Bidimensional lognormal distribution
;
Seismic hazard curve
刊名:Bulletin of Earthquake Engineering
出版年:2016
10.
Seismic Response
Analysis
of Reinforced Concrete Wall Structure Using Macro Model
作者:
Dong-Kwan Kim
关键词:
nonlinear
analysis
;
macro model
;
cyclic loads
;
earthquake loads
;
structural wall
;
reinforced concrete
刊名:International Journal of Concrete Structures and Materials
出版年:2016
1
2
3
4
5
6
7
8
9
查看站内搜索结果(1)
按检索点细分(147)
题名(4)
关键词(23)
文摘(105)
按出版年细分(147)
2017年(3)
2016年(27)
2015年(20)
2014年(24)
2013年(29)
2012年(13)
2011年(3)
2010年(4)
2009年(3)
2008年(5)
2007年(2)
2006年(3)
2005年(2)
2002年(1)
2001年(2)
2000年(2)
2000年及以前(4)
NGLC 2004-2010.National Geological Library of China All Rights Reserved.
Add:29 Xueyuan Rd,Haidian District,Beijing,PRC. Mail Add: 8324 mailbox 100083
For exchange or info please contact us via
email
.