Sustainability Metrics for Performance-Based
Seismic Bridge Response

Sustainability Metrics for Performance-Based Seismic Bridge Response

Lưu vào:

Hiển thị chi tiết
Tác giả chính:	Mackie,Kevin R.
Định dạng:	text
Ngôn ngữ:	vie
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=21557
Từ khóa:	Thêm từ khóa bạn đọc Không có từ khóa, Hãy là người đầu tiên gắn từ khóa cho biểu ghi này!

Tài liệu tương tự

Seismic Performance and Response of Seismically Isolated Curved Steel I-Girder Bridge
Thông tin tác giả:: Monzon,Eric V.

Performance-Based Seismic Design of Shape Memory Alloy – Reinforced Concrete Bridge Piers. I: Development of Performance-Based Damage States
Thông tin tác giả:: Billah,A. H. M. Muntasir

Seismic Isolation Performance of a Concrete Continuous Girder Bridge Based on High - Damped Rubber Bearings*
Thông tin tác giả:: jiang ,SHAO Chang-

PARAMETRIC SIMULATION OF NONLINEAR SHEAR KEY BEHAVIOR ON THE SEISMIC RESPONSE ON BRIDGE ABUTMENTS
Thông tin tác giả:: Fell,By B.V.

Performance-Based Seismic Design of Shape Memory Alloy – Reinforced Concrete Bridge Piers. II: Methodology and Design Example
Thông tin tác giả:: Billah, A. H. M. Muntasir

Direct Integration Algorithms for Efficient Nonlinear Seismic Response of Reinforced Concrete Highway Bridges
Thông tin tác giả:: Liang,Xiao

Seismic Performance of Highway Bridges with Different Transverse Unseating-Prevention Devices
Thông tin tác giả:: Xiang,Nailiang

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. II: Displacement and Performance–Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. II: Displacement and Performance – Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Evaluation of the effects of nonlinear soil-structure interaction on the inelastic seismic response of pile-supported bridge piers
Thông tin tác giả:: Ghalibafian, Houman
Thông tin xuất bản: (2007)

Seismic Performance of Precast, Pretensioned, and Cast-in-Place Bridges: Shake Table Test Comparison
Thông tin tác giả:: Mantawy,Islam M.

Seismic Displacement Estimates for Bridges in the New Madrid Seismic Zone
Thông tin tác giả:: Huff,Tim

Effects of Partial-Design-Strength Concrete on the Seismic Performance of Concrete-Filled Tube Columns in Accelerated Bridge Construction
Thông tin tác giả:: Tucker,Catherine

Effect of numerical soil-foundation-structure modeling on the seismic response of a tall bridge pier via pushover analysis / M.R. Falamarz-Sheikhabadi, A. Zerva
Thông tin tác giả:: Falamarz-Sheikhabadi, M.R., và những người khác

Fiber-Element Modeling for Seismic Performance of Square RC Bridge Columns Retrofitted with NSM BFRP Bars and/or BFRP Sheet Confinement
Thông tin tác giả:: Yao,Liu-Zhen

Performance evaluation of traditional timber joints under cyclic loading and their inﬂuence on the seismic response of timber frame structures
Thông tin tác giả:: Poletti,Elisa

Performance Evaluation: Metrics, Models and Benchmarks
Thông tin tác giả:: Kounev, Samuel, và những người khác
Thông tin xuất bản: (2020)

Benchmark Performance Metrics for Integrated Project Delivery
Thông tin tác giả:: Hanna,Awad S.

Comfort metrics for an integrated evaluation of buildings performance
Thông tin tác giả:: Atzeri,Anna Maria

Measurement of Bridge Dynamic Responses Using Network-Based Real-Time Kinematic GNSS Technique
Thông tin tác giả:: Yu,Jiayong

Distortion-Induced Fatigue Cracking in a Seismically Retrofitted Steel Bridge
Thông tin tác giả:: Will

Seismic CFST Column-to-Precast Cap Beam Connections for Accelerated Bridge Construction
Thông tin tác giả:: Stephens,Max T.

Seismic Retrofit of a Three-Span RC Bridge with Buckling-Restrained Braces
Thông tin tác giả:: Wang,Yuandong

Seismic Retrofit of a Three-Span RC Bridge with Buckling-Restrained Braces
Thông tin tác giả:: Wang,Yuandong

Low-Damage Precast Columns for Accelerated Bridge Construction in High Seismic Zones
Thông tin tác giả:: Tazarv,Mostafa

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. I: Experimental Results and Force-Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. I: Experimental Results and Force-Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. I: Experimental Results and Force-Based Design Parameters
Thông tin tác giả:: Siyam,Mustafa A.

Cyclic Response of Precast Bridge Piers with Novel Column-Base Pipe Pins and Pocket Cap Beam Connections
Thông tin tác giả:: Mehrsoroush,Ali

Displacement – based parametric study on the seismic response of gravity earth-retaining walls / Manya Deyanova, Carlo G. Lai, Mario Martinelli
Thông tin tác giả:: Deyanova, Manya, và những người khác

Simplified Model for Small-Strain Nonlinearity and Strength in 1D Seismic Site Response Analysis
Thông tin tác giả:: Groholski,David R.

Modified Steel-Jacketed Columns for Combined Blast and Seismic Retrofit of Existing Bridge Columns
Thông tin tác giả:: Bruneau,Michel

Seismic Analysis of Long-Span Cable-Stayed Bridges by an Integrated Finite Strip Method
Thông tin tác giả:: Naderian,Hamidreza

A centrifuge study of the inﬂuence of site response, relative stiffness, and kinematic constraints on the seismic performance of buried reservoir structures / A. Hushmand...[et al.]
Thông tin tác giả:: Dashti, S., và những người khác

Centrifuge Modeling and the Influence of Fabric Anisotropy on Seismic Response of Foundations
Thông tin tác giả:: Qin,J.

Approach for Estimating Seismic Compression Using Site Response Analyses
Thông tin tác giả:: Lasley,Samuel J.

Seismic ground response at Lotung: Hysteretic elasto-plastic-based 3D analyses / A. Amorosi, D. Boldini, A. di Lernia
Thông tin tác giả:: Amorosi, A., và những người khác

Partial Isolation as a Design Alternative for Pile Bent Bridges in the New Madrid Seismic Zone
Thông tin tác giả:: Huff,Tim

Evaluating the Seismic Behavior of Segmental Unbounded Posttensioned Concrete Bridge Piers Using Factorial Analysis
Thông tin tác giả:: Zhang,Qi

Role of Ground Motion Characteristics on Inelastic Seismic Response of Irregular Structures
Thông tin tác giả:: Chakroborty,Suvonkar