Zobrazeno 1 - 10
of 37
pro vyhledávání: '"W. S. King"'
Publikováno v:
Engineering Failure Analysis. 116:104685
This paper focuses on the effect of the decay damage of the ancient timber building (ATB) with the one-way straight mortise-tenon (OWSMT) joints on the seismic performance of the wood frame (WF). The artificial damage simulation method was used to co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63354d0ce4eb18ce2a1116efd147629b
https://doi.org/10.1016/j.engfailanal.2020.104685
https://doi.org/10.1016/j.engfailanal.2020.104685
Publikováno v:
Journal of Bridge Engineering. 18:957-968
This paper presents the experimental work of two full-scale Bailey bridge segment load tests. The Bailey bridge segments were tested using a 130-t Universal Tester. The midspan deflections of panel assemblies were observed during the loading. Axial s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be803fffd4831b38b6b0ac6249cc86ba
https://doi.org/10.1061/(asce)be.1943-5592.0000444
https://doi.org/10.1061/(asce)be.1943-5592.0000444
Autor:
W. S. King, Lian Duan
Publikováno v:
Journal of Professional Issues in Engineering Education and Practice. 136:233-238
The cultivation of professional ability for undergraduate civil and construction engineering students is very important to help them meet the challenges that await them in the fast changing world. This paper presents a thorough study of practical tra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e40da018420ca0582c0af75124726cd0
https://doi.org/10.1061/(asce)ei.1943-5541.0000024
https://doi.org/10.1061/(asce)ei.1943-5541.0000024
Publikováno v:
Journal of Professional Issues in Engineering Education and Practice. 134:12-19
Billions of new Taiwan dollars NTD; about 30 NTD 1 USD are invested in infrastructure construction by public agencies and private sectors each year in Taiwan. However, some projects have been plagued with poor workmanship, structural failure, and res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49e767faaf01064069bb3a2bec21876f
https://doi.org/10.1061/(asce)1052-3928(2008)134:1(12)
https://doi.org/10.1061/(asce)1052-3928(2008)134:1(12)
Autor:
W. S. King, Liwei Duan
Publikováno v:
Journal of Bridge Engineering. 8:334-339
This paper presents experimental investigations on Bailey bridges. Seven one-sixth scale models of the Bailey bridge trussed-steel frame were constructed in the laboratory and tested. All members of the scale models of steel frames are solid rectangu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b335782f539f2e956aa9d0010f651d2
https://doi.org/10.1061/(asce)1084-0702(2003)8:5(334)
https://doi.org/10.1061/(asce)1084-0702(2003)8:5(334)
Publikováno v:
Engineering Structures. 18:635-644
The wooden frames of the remains of traditional Chinese architecture were built up using plug-slot type of beam-to-column connections without using any metal nails or bolts. One type of these connections commonly found in primary frames has been stud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a391308804045ec804a4e5beed3e44e5
https://doi.org/10.1016/0141-0296(96)00203-9
https://doi.org/10.1016/0141-0296(96)00203-9
Autor:
W. F. Chen, W. S. King
Publikováno v:
Journal of Structural Engineering. 120:2156-2175
The stability behavior of rigid and semirigid frames bent in the weak axis is investigated using a hardening plastic hinge method. The stability limit load of frames is usually overpredicted by the simple plastic hinge analysis neglecting the effect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6537fefc306c616abedddcda01aa5db9
https://doi.org/10.1061/(asce)0733-9445(1994)120:7(2156)
https://doi.org/10.1061/(asce)0733-9445(1994)120:7(2156)
Autor:
W. S. King
Publikováno v:
Computers & Structures. 51:475-487
A simple and practical model is proposed for the analysis of the second-order inelastic behavior of semi-rigid frames. The method is based on a three-parameter model of the rotational stiffness of the connections and a phenomenological model for repr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::324f82839e56a499b337cb49e1058a46
https://doi.org/10.1016/0045-7949(94)90054-x
https://doi.org/10.1016/0045-7949(94)90054-x
Autor:
W. S. King
Publikováno v:
Engineering Structures. 16:162-170
A simple and practical model is proposed for analysis of the second-order inelastic behaviour of rigid frames. The method is based on a phenomenological model for representing the degradation in the stiffness of beam-column members due to distributed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::669d7eb89256f1edb62e577ba238c251
https://doi.org/10.1016/0141-0296(94)90074-4
https://doi.org/10.1016/0141-0296(94)90074-4
Publikováno v:
Engineering Structures. 15:369-378
The first part of this paper discusses the concept of the effective length factor K used for the design of framed compression members in the current US National Codes. A stiffness modification factor, based on the current alignment charts put forward
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e1f55ed8320088fadf3bbb2287cb1777
https://doi.org/10.1016/0141-0296(93)90040-b
https://doi.org/10.1016/0141-0296(93)90040-b