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	题名	作者	年代	出处	被引量
1	Fragility analysis of flat-slab structures显示文摘	Erberik M A Elnashai A S	2004	EngineeringStructures2004，，26：	1
2	Loss-based formulation for multiple haz-ards with application to residential buildings 显示文摘	Li Y van de Lindt J W	2012	EngineeringStructures2012，38，1：	1
3	Improved response surface method and its application to stiffened plate reliability analysis 显示文摘	Zheng Y Das P K	2000	EngineeringStructures2000，22，5：	1
4	Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions 显示文摘	LIAO W I	2004	EngineeringStructures2004，26，：	1
5	Analytical and ex-perimental study of a skew bridge model显示文摘	MENG Junyi GHASEMI H LUI E M	2004	EngineeringStructures2004，26，2：	1
6	Pressures on open canopy structures with parapets under wind loading显示文摘	Augusto P Bruno N Luis A G	2013	EngineeringStructures2013，56，6：	1
7	An elastic analysis of piled raftfoundations in a homogeneous soil显示文摘	KUWABARA F	1989	EngineeringStructures1989，29，1：	1
8	The role of cablesin large span spatial structures:introduction of recentspace structures with cables in Japan显示文摘	Hosozawa Osamu Shimamura	1999	EngineeringStructures1999，21，8：	1
9	Corrugated webs in plate girders forbridge显示文摘	Johnson R P Cafolla J	1997	Proceedings of Institute of Civil EngineeringStructures and Bridge1997，123，：	1
10	Real-time substructuring technique for theshaking table test of upper substructures 显示文摘	Sung-Kyung Lee Eun Churn Park Kyung-Won Min Ji-Hun Park	2007	EngineeringStructures2007，29，：	1
11	Incremental dynamic analysis applied to seismic financial risk assessment of bridges显示文摘	MANDER John B RAJESH P Dhakal NAOTO Mashiko	2007	EngineeringStructures2007，29，10：	1
12	A parametric study of the non-linear dynamic be-haviour of an offshore jack - up unit 显示文摘	WILLIAMS M S THOMPSON R S G HOU15BY GT	1999	EngineeringStructures1999，21，：	1
13	Shaking Table Test of the Effects of Multi-unit Particle Dampers Attached to an MDOF System under Earthquake Excitation 显示文摘	Lu Z Lu X L Lu W S	2012	Earthquake EngineeringStructural Dynamics2012，41，5：	1
14	Pseudo-excitation algorithm for nonstationary random seismic responses 显示文摘	Lin J H Zhang W S Williams F W	1994	EngineeringStructure1994，16，4：	1
15	Experimental study on high- strength concrete beams failing in shear 显示文摘	CLADERA A MARl A R	2005	EngineeringStructures2005，27，0：	1
16	Repairingwoodbeamsunderbendingusingcarbon-epoxycomposites显示文摘	DouradoN PereiraFA M DeMouraM FSF etal	2012	EngineeringStructures2012，34，：	1
17	Effect of viscoelastic dampers on hystereticresponse of reinforced concrete elements 显示文摘	Javeed A Munshi	1997	EngineeringStructures1997，19，11：	1
18	An experimental study on ageneralized maxwell model for nonlinear viscoelasticdampers used in seismic isolation 显示文摘	LU L Y LIN G L SHIH M H	2012	EngineeringStructures2012，34，1：	1
19	Fieldmeasurement and wind tunnel simulation of hurricane windloads on a single family dwelling显示文摘	Liu Z Prevatt D O Aponte-Bermudez L D	2009	EngineeringStructures2009，31，10：	1
20	Three dimensional structural re-sponse of segmental tunnel linings 显示文摘	Arnau 0 Molins C	2012	EngineeringStructures2012，44，11：	1

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